Loading...
HomeMy WebLinkAbout2024-03-18 I01H_01 Public Safety Building_Change Order 1AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: March 18, 2024 AGENDA ITEM:Consideration of approval of Change Order No. 1 (Combined) for the Waukee Public Safety Building Project, increasing the contract in the amount of $40,021.32 FORMAT:Consent Agenda SYNOPSIS INCLUDING PRO & CON: Change Order No. 1 relates to certain changes affecting mechanical and plumbing systems as well as adding virtual design and construction to electrical and communications within the building. Finally, the change order adds primary and non-contributory language to all prime contracts following review of the insurance certificates. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: The net result of this Change Order increases the contract price in the amount of $40,021.32. COMMISSION/BOARD/COMMITTEE COMMENT: STAFF REVIEW AND COMMENT: RECOMMENDATION: Approve the change order. ATTACHMENTS: I. Change Order No. 1 PREPARED BY:Brad Deets, City Administrator REVIEWED BY: PUBLIC NOTICE INFORMATION – NAME OF PUBLICATION: DATE OF PUBLICATION: I1H1 Ryan Companies 111 East Grand Avenue, Suite 200 Des Moines, Iowa 50309 ph: 515-309-8500 ryancompanies.com March 12, 2024 Brad Deets, City Administrator City of Waukee 230 W. Hickman Road Waukee, IA 50263 Re: Waukee Public Safety Building: Change Order No. 1: Multiple Pricing Request Approvals Dear Brad: Change Order No. 1 for the Waukee Public Safety Building includes the following revisions: · WPS CR003: Add Virtual Design & Construction to Electrical & Communications scope of work. Value of $30,650.00 · WPS CR002: 02/02/2024 PR 01 Mech & Plumbing Changes. Changes include size of VRFW – 2.0, revised dampers on DOAU-1 & DAOU-2, revised size of expansion tanks ET-2 & ET-3 and revised water service entrance detail to remove bypass around meter per RFI #2: Water Entrance Detail. Value of $8,025.42 · WPS CR004: Adding Primary & Non-Contributory language to existing item no. 11.1.1 in the prime contracts. Value of $0.00 Ryan Companies recommends approval of the Prime Contractors for Change Order No. 1 at a combined value of $40,021.32. Please see attached Change Order No. 1 individual change orders and associated back up for each individual change request (CR) for additional information. If you have any questions or comments regarding this information, please contact me at your convenience. Thank you. Sincerely, RYAN COMPANIES US, INC. Jill Boetger Ryan Companies 111 East Grand Avenue, Suite 200 Des Moines, Iowa 50309 ph: 515-309-8500 ryancompanies.com Project Manager Enclosed: WPS Prime CO No. 1_DRAFT CC: Jon Lewton, Ryan Companies Ryan Pigneri, Ryan Companies Angie Pfannkuch, Sidekick Development Danielle Hermann, OPN Architects Aaron Twedt, OPN Architects Alex Streyffeler, OPN Architects AIA ® Document G731™ – 2019 Change Order, Construction Manager as Adviser Edition AIA Document G731™ – 2019 (formerly G701™CMa – 1992). Copyright © 1992 and 2019 by The American Institute of Architects. All rights reserved. The “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are registered trademarks and may not be used without permission. This draft was produced by AIA software at 12:27:48 ET on 09/23/2021 under Order No.2200100983 which expires on 03/01/2022, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA4A) 1 PROJECT: (name and address) CONTRACT INFORMATION: CHANGE ORDER INFORMATION: Waukee Public Safety Facility (WPS) Contract For: Bid Package #1 General Construction Change Order Number: WPS CO 01 (DDVI No. 1) 815 NW 20th Street Waukee, IA 50263 Date: 12.18.2023 Date: 03.18.2024 OWNER: (name and address) ARCHITECT: (name and address) CONSTRUCTION MANAGER: (name and address) City of Waukee OPN Architects Ryan Companies US, Inc. 230 W Hickman Road Waukee, IA 50263 100 Court Avenue, #100 Des Moines, IA 50309 111 East Grand Avenue, Des Moines, IA 50309 CONTRACTOR: (name and address) DDVI Inc PO Box 743 Indianola, IA 50125 THE CONTRACT IS CHANGED AS FOLLOWS: (Insert a detailed description of the change and, if applicable, attach or reference specific exhibits. Also include agreed upon adjustments attributable to executed Construction Change Directives.) Scope modifications will include: WPS CR004: Adding Primary & Non-Contributory language to existing item no. 11.1.1 in the prime contracts. AIA Document A232-2019 General Conditions for Project 11.1.1 shall be revised as follows: ARTICLE 11 INSURANCE AND BONDS § 11.1 Contractor’s Insurance and Bonds § 11.1.1 The Contractor shall purchase and maintain insurance of the types and limits of liability, containing the endorsements, and subject to the terms and conditions, as described in the Agreement or elsewhere in the Contract Documents. The Contractor shall purchase and maintain the required insurance from an insurance company or insurance companies lawfully authorized to issue insurance in the jurisdiction where the Project is located. The Owner, Construction Manager and Construction Manager’s consultants, and the Architect and Architect’s consultants, shall be named as additional insureds under the Contractor’s commercial general liability policy or as otherwise described in the Contract Documents. To the fullest extent permitted by law, the General Liability and Umbrella/Excess Liability insurance afforded to the Owner, Construction Manager and Construction Manager’s consultants, and the Architect and the Architect’s consultants shall be primary insurance and not excess over, or contributing with, any insurance purchased or maintained by Owner, Construction Manager and Construction Manager’s consultants, and the Architect and the Architect’s consultants (CO No. 1_03.18.2024) Zero dollar cost change.Value of $0.00 The original Contract Sum was $ 2,905,000.00 Net change by previously authorized Change Orders $ 0.00 The Contract Sum prior to this Change Order was $ 2,905,000.00 The Contract Sum will be increased by this Change Order in the amount of $ 0.00 The new Contract Sum including this Change Order will be $ 2,905,000.00 The Contract Time will be increased by Zero (0) days. The Contractor’s Work shall be substantially complete on June 5, 2025. NOTE: This Change Order does not include adjustments to the Contract Sum or Guaranteed Maximum Price, or the Contract Time, that have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor, in which case a Change Order is executed to supersede the Construction Change Directive. NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONSTRUCTION MANAGER, CONTRACTOR, AND OWNER. AIA Document G731™ – 2019 (formerly G701™CMa – 1992). Copyright © 1992 and 2019 by The American Institute of Architects. All rights reserved. The “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are registered trademarks and may not be used without permission. This draft was produced by AIA software at 12:27:48 ET on 09/23/2021 under Order No.2200100983 which expires on 03/01/2022, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA4A) 2 OPN Architects Ryan Companies US, Inc. ARCHITECT (Firm name) CONSTRUCTION MANAGER (Firm name) SIGNATURE SIGNATURE Danielle Hermann, Principal Jill Boetger, Project Manager II PRINTED NAME AND TITLE PRINTED NAME AND TITLE DATE: DATE: DDVI Inc. City of Waukee Iowa CONTRACTOR (Firm name) OWNER (Firm name) SIGNATURE SIGNATURE PRINTED NAME AND TITLE PRINTED NAME AND TITLE Courtney Clarke, Mayor DATE: DATE: AIA ® Document G731™ – 2019 Change Order, Construction Manager as Adviser Edition AIA Document G731™ – 2019 (formerly G701™CMa – 1992). Copyright © 1992 and 2019 by The American Institute of Architects. All rights reserved. The “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are registered trademarks and may not be used without permission. This draft was produced by AIA software at 12:27:48 ET on 09/23/2021 under Order No.2200100983 which expires on 03/01/2022, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA4A) 1 PROJECT: (name and address) CONTRACT INFORMATION: CHANGE ORDER INFORMATION: Waukee Public Safety Facility (WPS) Contract For: Bid Package #2 Building Concrete Change Order Number: WPS CO 01 (Jordison No. 1) 815 NW 20th Street Waukee, IA 50263 Date: 12.18.2023 Date: 03.18.2024 OWNER: (name and address) ARCHITECT: (name and address) CONSTRUCTION MANAGER: (name and address) City of Waukee OPN Architects Ryan Companies US, Inc. 230 W Hickman Road Waukee, IA 50263 100 Court Avenue, #100 Des Moines, IA 50309 111 East Grand Avenue, Des Moines, IA 50309 CONTRACTOR: (name and address) Jordison Construction, Inc. 12014 Ridgemont Drive Urbandale, IA 50323 THE CONTRACT IS CHANGED AS FOLLOWS: (Insert a detailed description of the change and, if applicable, attach or reference specific exhibits. Also include agreed upon adjustments attributable to executed Construction Change Directives.) Scope modifications will include: WPS CR004: Adding Primary & Non-Contributory language to existing item no. 11.1.1 in the prime contracts. AIA Document A232-2019 General Conditions for Project 11.1.1 shall be revised as follows: ARTICLE 11 INSURANCE AND BONDS § 11.1 Contractor’s Insurance and Bonds § 11.1.1 The Contractor shall purchase and maintain insurance of the types and limits of liability, containing the endorsements, and subject to the terms and conditions, as described in the Agreement or elsewhere in the Contract Documents. The Contractor shall purchase and maintain the required insurance from an insurance company or insurance companies lawfully authorized to issue insurance in the jurisdiction where the Project is located. The Owner, Construction Manager and Construction Manager’s consultants, and the Architect and Architect’s consultants, shall be named as additional insureds under the Contractor’s commercial general liability policy or as otherwise described in the Contract Documents. To the fullest extent permitted by law, the General Liability and Umbrella/Excess Liability insurance afforded to the Owner, Construction Manager and Construction Manager’s consultants, and the Architect and the Architect’s consultants shall be primary insurance and not excess over, or contributing with, any insurance purchased or maintained by Owner, Construction Manager and Construction Manager’s consultants, and the Architect and the Architect’s consultants (CO No. 1_03.18.2024) Zero dollar cost change.Value of $0.00 The original Contract Sum was $ 1,271,000.00 Net change by previously authorized Change Orders $ 0.00 The Contract Sum prior to this Change Order was $ 1,271,000.00 The Contract Sum will be increased by this Change Order in the amount of $ 0.00 The new Contract Sum including this Change Order will be $ 1,271,000.00 The Contract Time will be increased by Zero (0) days. The Contractor’s Work shall be substantially complete on June 5, 2025. NOTE: This Change Order does not include adjustments to the Contract Sum or Guaranteed Maximum Price, or the Contract Time, that have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor, in which case a Change Order is executed to supersede the Construction Change Directive. NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONSTRUCTION MANAGER, CONTRACTOR, AND OWNER. AIA Document G731™ – 2019 (formerly G701™CMa – 1992). Copyright © 1992 and 2019 by The American Institute of Architects. All rights reserved. The “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are registered trademarks and may not be used without permission. This draft was produced by AIA software at 12:27:48 ET on 09/23/2021 under Order No.2200100983 which expires on 03/01/2022, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA4A) 2 OPN Architects Ryan Companies US, Inc. ARCHITECT (Firm name) CONSTRUCTION MANAGER (Firm name) SIGNATURE SIGNATURE Danielle Hermann, Principal Jill Boetger, Project Manager II PRINTED NAME AND TITLE PRINTED NAME AND TITLE DATE: DATE: Jordison Construction, Inc. City of Waukee Iowa CONTRACTOR (Firm name) OWNER (Firm name) SIGNATURE SIGNATURE PRINTED NAME AND TITLE PRINTED NAME AND TITLE Courtney Clarke, Mayor DATE: DATE: AIA ® Document G731™ – 2019 Change Order, Construction Manager as Adviser Edition AIA Document G731™ – 2019 (formerly G701™CMa – 1992). Copyright © 1992 and 2019 by The American Institute of Architects. All rights reserved. The “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are registered trademarks and may not be used without permission. This draft was produced by AIA software at 12:27:48 ET on 09/23/2021 under Order No.2200100983 which expires on 03/01/2022, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA4A) 1 PROJECT: (name and address) CONTRACT INFORMATION: CHANGE ORDER INFORMATION: Waukee Public Safety Facility (WPS) Contract For: Bid Package #3 Precast Material Change Order Number: WPS CO 01 (Enterprise No. 1) 815 NW 20th Street Waukee, IA 50263 Date: 12.18.2023 Date: 03.18.2024 OWNER: (name and address) ARCHITECT: (name and address) CONSTRUCTION MANAGER: (name and address) City of Waukee OPN Architects Ryan Companies US, Inc. 230 W Hickman Road Waukee, IA 50263 100 Court Avenue, #100 Des Moines, IA 50309 111 East Grand Avenue, Des Moines, IA 50309 CONTRACTOR: (name and address) Enterprise Precast Concrete Inc. 13800 Giles Road Omaha, NE 68138 THE CONTRACT IS CHANGED AS FOLLOWS: (Insert a detailed description of the change and, if applicable, attach or reference specific exhibits. Also include agreed upon adjustments attributable to executed Construction Change Directives.) Scope modifications will include: WPS CR004: Adding Primary & Non-Contributory language to existing item no. 11.1.1 in the prime contracts. AIA Document A232-2019 General Conditions for Project 11.1.1 shall be revised as follows: ARTICLE 11 INSURANCE AND BONDS § 11.1 Contractor’s Insurance and Bonds § 11.1.1 The Contractor shall purchase and maintain insurance of the types and limits of liability, containing the endorsements, and subject to the terms and conditions, as described in the Agreement or elsewhere in the Contract Documents. The Contractor shall purchase and maintain the required insurance from an insurance company or insurance companies lawfully authorized to issue insurance in the jurisdiction where the Project is located. The Owner, Construction Manager and Construction Manager’s consultants, and the Architect and Architect’s consultants, shall be named as additional insureds under the Contractor’s commercial general liability policy or as otherwise described in the Contract Documents. To the fullest extent permitted by law, the General Liability and Umbrella/Excess Liability insurance afforded to the Owner, Construction Manager and Construction Manager’s consultants, and the Architect and the Architect’s consultants shall be primary insurance and not excess over, or contributing with, any insurance purchased or maintained by Owner, Construction Manager and Construction Manager’s consultants, and the Architect and the Architect’s consultants (CO No. 1_03.18.2024) Zero dollar cost change.Value of $0.00 The original Contract Sum was $ 1833316.00 Net change by previously authorized Change Orders $ 0.00 The Contract Sum prior to this Change Order was $ 1,833,316.00 The Contract Sum will be increased by this Change Order in the amount of $ 0.00 The new Contract Sum including this Change Order will be $ 1,833,316.00 The Contract Time will be increased by Zero (0) days. The Contractor’s Work shall be substantially complete on June 5, 2025. NOTE: This Change Order does not include adjustments to the Contract Sum or Guaranteed Maximum Price, or the Contract Time, that have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor, in which case a Change Order is executed to supersede the Construction Change Directive. NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONSTRUCTION MANAGER, CONTRACTOR, AND OWNER. AIA Document G731™ – 2019 (formerly G701™CMa – 1992). Copyright © 1992 and 2019 by The American Institute of Architects. All rights reserved. The “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are registered trademarks and may not be used without permission. This draft was produced by AIA software at 12:27:48 ET on 09/23/2021 under Order No.2200100983 which expires on 03/01/2022, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA4A) 2 OPN Architects Ryan Companies US, Inc. ARCHITECT (Firm name) CONSTRUCTION MANAGER (Firm name) SIGNATURE SIGNATURE Danielle Hermann, Principal Jill Boetger, Project Manager II PRINTED NAME AND TITLE PRINTED NAME AND TITLE DATE: DATE: Enterprise Precast Concrete Inc. City of Waukee Iowa CONTRACTOR (Firm name) OWNER (Firm name) SIGNATURE SIGNATURE PRINTED NAME AND TITLE PRINTED NAME AND TITLE Courtney Clarke, Mayor DATE: DATE: AIA ® Document G731™ – 2019 Change Order, Construction Manager as Adviser Edition AIA Document G731™ – 2019 (formerly G701™CMa – 1992). Copyright © 1992 and 2019 by The American Institute of Architects. All rights reserved. The “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are registered trademarks and may not be used without permission. This draft was produced by AIA software at 12:27:48 ET on 09/23/2021 under Order No.2200100983 which expires on 03/01/2022, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA4A) 1 PROJECT: (name and address) CONTRACT INFORMATION: CHANGE ORDER INFORMATION: Waukee Public Safety Facility (WPS) Contract For: Bid Package #4 Structural & Misc. Steel Material Change Order Number: WPS CO 01 (TSF No. 1) 815 NW 20th Street Waukee, IA 50263 Date: 12.18.2023 Date: 03.18.2024 OWNER: (name and address) ARCHITECT: (name and address) CONSTRUCTION MANAGER: (name and address) City of Waukee OPN Architects Ryan Companies US, Inc. 230 W Hickman Road Waukee, IA 50263 100 Court Avenue, #100 Des Moines, IA 50309 111 East Grand Avenue, Des Moines, IA 50309 CONTRACTOR: (name and address) TSF Structures, Inc. 6410 7th St Ct SW Cedar Rapids, IA 52404 THE CONTRACT IS CHANGED AS FOLLOWS: (Insert a detailed description of the change and, if applicable, attach or reference specific exhibits. Also include agreed upon adjustments attributable to executed Construction Change Directives.) Scope modifications will include: WPS CR004: Adding Primary & Non-Contributory language to existing item no. 11.1.1 in the prime contracts. AIA Document A232-2019 General Conditions for Project 11.1.1 shall be revised as follows: ARTICLE 11 INSURANCE AND BONDS § 11.1 Contractor’s Insurance and Bonds § 11.1.1 The Contractor shall purchase and maintain insurance of the types and limits of liability, containing the endorsements, and subject to the terms and conditions, as described in the Agreement or elsewhere in the Contract Documents. The Contractor shall purchase and maintain the required insurance from an insurance company or insurance companies lawfully authorized to issue insurance in the jurisdiction where the Project is located. The Owner, Construction Manager and Construction Manager’s consultants, and the Architect and Architect’s consultants, shall be named as additional insureds under the Contractor’s commercial general liability policy or as otherwise described in the Contract Documents. To the fullest extent permitted by law, the General Liability and Umbrella/Excess Liability insurance afforded to the Owner, Construction Manager and Construction Manager’s consultants, and the Architect and the Architect’s consultants shall be primary insurance and not excess over, or contributing with, any insurance purchased or maintained by Owner, Construction Manager and Construction Manager’s consultants, and the Architect and the Architect’s consultants (CO No. 1_03.18.2024) Zero dollar cost change.Value of $0.00 The original Contract Sum was $ 1,932,100.00 Net change by previously authorized Change Orders $ 0.00 The Contract Sum prior to this Change Order was $ 1,932,100.00 The Contract Sum will be increased by this Change Order in the amount of $ 0.00 The new Contract Sum including this Change Order will be $ 1,932,100.00 The Contract Time will be increased by Zero (0) days. The Contractor’s Work shall be substantially complete on June 5, 2025. NOTE: This Change Order does not include adjustments to the Contract Sum or Guaranteed Maximum Price, or the Contract Time, that have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor, in which case a Change Order is executed to supersede the Construction Change Directive. NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONSTRUCTION MANAGER, CONTRACTOR, AND OWNER. AIA Document G731™ – 2019 (formerly G701™CMa – 1992). Copyright © 1992 and 2019 by The American Institute of Architects. All rights reserved. The “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are registered trademarks and may not be used without permission. This draft was produced by AIA software at 12:27:48 ET on 09/23/2021 under Order No.2200100983 which expires on 03/01/2022, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA4A) 2 OPN Architects Ryan Companies US, Inc. ARCHITECT (Firm name) CONSTRUCTION MANAGER (Firm name) SIGNATURE SIGNATURE Danielle Hermann, Principal Jill Boetger, Project Manager II PRINTED NAME AND TITLE PRINTED NAME AND TITLE DATE: DATE: TSF Structures, Inc. City of Waukee Iowa CONTRACTOR (Firm name) OWNER (Firm name) SIGNATURE SIGNATURE PRINTED NAME AND TITLE PRINTED NAME AND TITLE Courtney Clarke, Mayor DATE: DATE: AIA ® Document G731™ – 2019 Change Order, Construction Manager as Adviser Edition AIA Document G731™ – 2019 (formerly G701™CMa – 1992). Copyright © 1992 and 2019 by The American Institute of Architects. All rights reserved. The “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are registered trademarks and may not be used without permission. This draft was produced by AIA software at 12:27:48 ET on 09/23/2021 under Order No.2200100983 which expires on 03/01/2022, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA4A) 1 PROJECT: (name and address) CONTRACT INFORMATION: CHANGE ORDER INFORMATION: Waukee Public Safety Facility (WPS) Contract For: Bid Package #5 Precast & Steel Erection Change Order Number: WPS CO 01 (Northwest Steel No. 1) 815 NW 20th Street Waukee, IA 50263 Date: 12.18.2023 Date: 03.18.2024 OWNER: (name and address) ARCHITECT: (name and address) CONSTRUCTION MANAGER: (name and address) City of Waukee OPN Architects Ryan Companies US, Inc. 230 W Hickman Road Waukee, IA 50263 100 Court Avenue, #100 Des Moines, IA 50309 111 East Grand Avenue, Des Moines, IA 50309 CONTRACTOR: (name and address) Northwest Steel Erection, Inc. 6285 NE Industry Dr. Des Moines, IA 50313-7602 THE CONTRACT IS CHANGED AS FOLLOWS: (Insert a detailed description of the change and, if applicable, attach or reference specific exhibits. Also include agreed upon adjustments attributable to executed Construction Change Directives.) Scope modifications will include: WPS CR004: Adding Primary & Non-Contributory language to existing item no. 11.1.1 in the prime contracts. AIA Document A232-2019 General Conditions for Project 11.1.1 shall be revised as follows: ARTICLE 11 INSURANCE AND BONDS § 11.1 Contractor’s Insurance and Bonds § 11.1.1 The Contractor shall purchase and maintain insurance of the types and limits of liability, containing the endorsements, and subject to the terms and conditions, as described in the Agreement or elsewhere in the Contract Documents. The Contractor shall purchase and maintain the required insurance from an insurance company or insurance companies lawfully authorized to issue insurance in the jurisdiction where the Project is located. The Owner, Construction Manager and Construction Manager’s consultants, and the Architect and Architect’s consultants, shall be named as additional insureds under the Contractor’s commercial general liability policy or as otherwise described in the Contract Documents. To the fullest extent permitted by law, the General Liability and Umbrella/Excess Liability insurance afforded to the Owner, Construction Manager and Construction Manager’s consultants, and the Architect and the Architect’s consultants shall be primary insurance and not excess over, or contributing with, any insurance purchased or maintained by Owner, Construction Manager and Construction Manager’s consultants, and the Architect and the Architect’s consultants (CO No. 1_03.18.2024) Zero dollar cost change.Value of $0.00 The original Contract Sum was $ 1,064,188.00 Net change by previously authorized Change Orders $ 0.00 The Contract Sum prior to this Change Order was $ 1,064,188.00 The Contract Sum will be increased by this Change Order in the amount of $ 0.00 The new Contract Sum including this Change Order will be $ 1,064,188.00 The Contract Time will be increased by Zero (0) days. The Contractor’s Work shall be substantially complete on June 5, 2025. NOTE: This Change Order does not include adjustments to the Contract Sum or Guaranteed Maximum Price, or the Contract Time, that have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor, in which case a Change Order is executed to supersede the Construction Change Directive. NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONSTRUCTION MANAGER, CONTRACTOR, AND OWNER. AIA Document G731™ – 2019 (formerly G701™CMa – 1992). Copyright © 1992 and 2019 by The American Institute of Architects. All rights reserved. The “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are registered trademarks and may not be used without permission. This draft was produced by AIA software at 12:27:48 ET on 09/23/2021 under Order No.2200100983 which expires on 03/01/2022, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA4A) 2 OPN Architects Ryan Companies US, Inc. ARCHITECT (Firm name) CONSTRUCTION MANAGER (Firm name) SIGNATURE SIGNATURE Danielle Hermann, Principal Jill Boetger, Project Manager II PRINTED NAME AND TITLE PRINTED NAME AND TITLE DATE: DATE: Northwest Steel Erection, Inc. City of Waukee Iowa CONTRACTOR (Firm name) OWNER (Firm name) SIGNATURE SIGNATURE PRINTED NAME AND TITLE PRINTED NAME AND TITLE Courtney Clarke, Mayor DATE: DATE: AIA ® Document G731™ – 2019 Change Order, Construction Manager as Adviser Edition AIA Document G731™ – 2019 (formerly G701™CMa – 1992). Copyright © 1992 and 2019 by The American Institute of Architects. All rights reserved. The “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are registered trademarks and may not be used without permission. This draft was produced by AIA software at 12:27:48 ET on 09/23/2021 under Order No.2200100983 which expires on 03/01/2022, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA4A) 1 PROJECT: (name and address) CONTRACT INFORMATION: CHANGE ORDER INFORMATION: Waukee Public Safety Facility (WPS) Contract For: Bid Package #6 Metal Panels Change Order Number: WPS CO 01 (Forman Ford No. 1) 815 NW 20th Street Waukee, IA 50263 Date: 12.18.2023 Date: 03.18.2024 OWNER: (name and address) ARCHITECT: (name and address) CONSTRUCTION MANAGER: (name and address) City of Waukee OPN Architects Ryan Companies US, Inc. 230 W Hickman Road Waukee, IA 50263 100 Court Avenue, #100 Des Moines, IA 50309 111 East Grand Avenue, Des Moines, IA 50309 CONTRACTOR: (name and address) Cable Glass, L.L.C. DBA Forman Ford 4200 C Street SW Cedar Rapids, IA 52404 THE CONTRACT IS CHANGED AS FOLLOWS: (Insert a detailed description of the change and, if applicable, attach or reference specific exhibits. Also include agreed upon adjustments attributable to executed Construction Change Directives.) Scope modifications will include: WPS CR004: Adding Primary & Non-Contributory language to existing item no. 11.1.1 in the prime contracts. AIA Document A232-2019 General Conditions for Project 11.1.1 shall be revised as follows: ARTICLE 11 INSURANCE AND BONDS § 11.1 Contractor’s Insurance and Bonds § 11.1.1 The Contractor shall purchase and maintain insurance of the types and limits of liability, containing the endorsements, and subject to the terms and conditions, as described in the Agreement or elsewhere in the Contract Documents. The Contractor shall purchase and maintain the required insurance from an insurance company or insurance companies lawfully authorized to issue insurance in the jurisdiction where the Project is located. The Owner, Construction Manager and Construction Manager’s consultants, and the Architect and Architect’s consultants, shall be named as additional insureds under the Contractor’s commercial general liability policy or as otherwise described in the Contract Documents. To the fullest extent permitted by law, the General Liability and Umbrella/Excess Liability insurance afforded to the Owner, Construction Manager and Construction Manager’s consultants, and the Architect and the Architect’s consultants shall be primary insurance and not excess over, or contributing with, any insurance purchased or maintained by Owner, Construction Manager and Construction Manager’s consultants, and the Architect and the Architect’s consultants (CO No. 1_03.18.2024) Zero dollar cost change.Value of $0.00 The original Contract Sum was $ 575,239.00 Net change by previously authorized Change Orders $ 0.00 The Contract Sum prior to this Change Order was $ 575,239.00 The Contract Sum will be increased by this Change Order in the amount of $ 0.00 The new Contract Sum including this Change Order will be $ 575,239.00 The Contract Time will be increased by Zero (0) days. The Contractor’s Work shall be substantially complete on June 5, 2025. NOTE: This Change Order does not include adjustments to the Contract Sum or Guaranteed Maximum Price, or the Contract Time, that have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor, in which case a Change Order is executed to supersede the Construction Change Directive. NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONSTRUCTION MANAGER, CONTRACTOR, AND OWNER. AIA Document G731™ – 2019 (formerly G701™CMa – 1992). Copyright © 1992 and 2019 by The American Institute of Architects. All rights reserved. The “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are registered trademarks and may not be used without permission. This draft was produced by AIA software at 12:27:48 ET on 09/23/2021 under Order No.2200100983 which expires on 03/01/2022, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA4A) 2 OPN Architects Ryan Companies US, Inc. ARCHITECT (Firm name) CONSTRUCTION MANAGER (Firm name) SIGNATURE SIGNATURE Danielle Hermann, Principal Jill Boetger, Project Manager II PRINTED NAME AND TITLE PRINTED NAME AND TITLE DATE: DATE: Cable Glass, L.L.C. DBA Forman Ford City of Waukee Iowa CONTRACTOR (Firm name) OWNER (Firm name) SIGNATURE SIGNATURE PRINTED NAME AND TITLE PRINTED NAME AND TITLE Courtney Clarke, Mayor DATE: DATE: AIA ® Document G731™ – 2019 Change Order, Construction Manager as Adviser Edition AIA Document G731™ – 2019 (formerly G701™CMa – 1992). Copyright © 1992 and 2019 by The American Institute of Architects. All rights reserved. The “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are registered trademarks and may not be used without permission. This draft was produced by AIA software at 12:27:48 ET on 09/23/2021 under Order No.2200100983 which expires on 03/01/2022, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA4A) 1 PROJECT: (name and address) CONTRACT INFORMATION: CHANGE ORDER INFORMATION: Waukee Public Safety Facility (WPS) Contract For: Bid Package #7 Roofing Change Order Number: WPS CO 01 (Academy No. 1) 815 NW 20th Street Waukee, IA 50263 Date: 12.18.2023 Date: 03.18.2024 OWNER: (name and address) ARCHITECT: (name and address) CONSTRUCTION MANAGER: (name and address) City of Waukee OPN Architects Ryan Companies US, Inc. 230 W Hickman Road Waukee, IA 50263 100 Court Avenue, #100 Des Moines, IA 50309 111 East Grand Avenue, Des Moines, IA 50309 CONTRACTOR: (name and address) Academy Roofing & Sheet Metal Co. 6361 NE 14th Street Des Moines, IA 50313 THE CONTRACT IS CHANGED AS FOLLOWS: (Insert a detailed description of the change and, if applicable, attach or reference specific exhibits. Also include agreed upon adjustments attributable to executed Construction Change Directives.) Scope modifications will include: WPS CR004: Adding Primary & Non-Contributory language to existing item no. 11.1.1 in the prime contracts. AIA Document A232-2019 General Conditions for Project 11.1.1 shall be revised as follows: ARTICLE 11 INSURANCE AND BONDS § 11.1 Contractor’s Insurance and Bonds § 11.1.1 The Contractor shall purchase and maintain insurance of the types and limits of liability, containing the endorsements, and subject to the terms and conditions, as described in the Agreement or elsewhere in the Contract Documents. The Contractor shall purchase and maintain the required insurance from an insurance company or insurance companies lawfully authorized to issue insurance in the jurisdiction where the Project is located. The Owner, Construction Manager and Construction Manager’s consultants, and the Architect and Architect’s consultants, shall be named as additional insureds under the Contractor’s commercial general liability policy or as otherwise described in the Contract Documents. To the fullest extent permitted by law, the General Liability and Umbrella/Excess Liability insurance afforded to the Owner, Construction Manager and Construction Manager’s consultants, and the Architect and the Architect’s consultants shall be primary insurance and not excess over, or contributing with, any insurance purchased or maintained by Owner, Construction Manager and Construction Manager’s consultants, and the Architect and the Architect’s consultants (CO No. 1_03.18.2024) Zero dollar cost change.Value of $0.00 The original Contract Sum was $ 998,000.00 Net change by previously authorized Change Orders $ 0.00 The Contract Sum prior to this Change Order was $ 998,000.00 The Contract Sum will be increased by this Change Order in the amount of $ 0.00 The new Contract Sum including this Change Order will be $ 998,000.00 The Contract Time will be increased by Zero (0) days. The Contractor’s Work shall be substantially complete on June 5, 2025. NOTE: This Change Order does not include adjustments to the Contract Sum or Guaranteed Maximum Price, or the Contract Time, that have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor, in which case a Change Order is executed to supersede the Construction Change Directive. NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONSTRUCTION MANAGER, CONTRACTOR, AND OWNER. AIA Document G731™ – 2019 (formerly G701™CMa – 1992). Copyright © 1992 and 2019 by The American Institute of Architects. All rights reserved. The “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are registered trademarks and may not be used without permission. This draft was produced by AIA software at 12:27:48 ET on 09/23/2021 under Order No.2200100983 which expires on 03/01/2022, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA4A) 2 OPN Architects Ryan Companies US, Inc. ARCHITECT (Firm name) CONSTRUCTION MANAGER (Firm name) SIGNATURE SIGNATURE Danielle Hermann, Principal Jill Boetger, Project Manager II PRINTED NAME AND TITLE PRINTED NAME AND TITLE DATE: DATE: Academy Roofing & Sheet Metal Co. City of Waukee Iowa CONTRACTOR (Firm name) OWNER (Firm name) SIGNATURE SIGNATURE PRINTED NAME AND TITLE PRINTED NAME AND TITLE Courtney Clarke, Mayor DATE: DATE: AIA ® Document G731™ – 2019 Change Order, Construction Manager as Adviser Edition AIA Document G731™ – 2019 (formerly G701™CMa – 1992). Copyright © 1992 and 2019 by The American Institute of Architects. All rights reserved. The “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are registered trademarks and may not be used without permission. This draft was produced by AIA software at 12:27:48 ET on 09/23/2021 under Order No.2200100983 which expires on 03/01/2022, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA4A) 1 PROJECT: (name and address) CONTRACT INFORMATION: CHANGE ORDER INFORMATION: Waukee Public Safety Facility (WPS) Contract For: Bid Package #8 Glass & Glazing Change Order Number: WPS CO 01 (Ford Metro No. 1) 815 NW 20th Street Waukee, IA 50263 Date: 12.18.2023 Date: 03.18.2024 OWNER: (name and address) ARCHITECT: (name and address) CONSTRUCTION MANAGER: (name and address) City of Waukee OPN Architects Ryan Companies US, Inc. 230 W Hickman Road Waukee, IA 50263 100 Court Avenue, #100 Des Moines, IA 50309 111 East Grand Avenue, Des Moines, IA 50309 CONTRACTOR: (name and address) Ford Metro, Inc. 3121 40th Avenue NW Rochester, MN 55901 THE CONTRACT IS CHANGED AS FOLLOWS: (Insert a detailed description of the change and, if applicable, attach or reference specific exhibits. Also include agreed upon adjustments attributable to executed Construction Change Directives.) Scope modifications will include: WPS CR004: Adding Primary & Non-Contributory language to existing item no. 11.1.1 in the prime contracts. AIA Document A232-2019 General Conditions for Project 11.1.1 shall be revised as follows: ARTICLE 11 INSURANCE AND BONDS § 11.1 Contractor’s Insurance and Bonds § 11.1.1 The Contractor shall purchase and maintain insurance of the types and limits of liability, containing the endorsements, and subject to the terms and conditions, as described in the Agreement or elsewhere in the Contract Documents. The Contractor shall purchase and maintain the required insurance from an insurance company or insurance companies lawfully authorized to issue insurance in the jurisdiction where the Project is located. The Owner, Construction Manager and Construction Manager’s consultants, and the Architect and Architect’s consultants, shall be named as additional insureds under the Contractor’s commercial general liability policy or as otherwise described in the Contract Documents. To the fullest extent permitted by law, the General Liability and Umbrella/Excess Liability insurance afforded to the Owner, Construction Manager and Construction Manager’s consultants, and the Architect and the Architect’s consultants shall be primary insurance and not excess over, or contributing with, any insurance purchased or maintained by Owner, Construction Manager and Construction Manager’s consultants, and the Architect and the Architect’s consultants (CO No. 1_03.18.2024) Zero dollar cost change.Value of $0.00 The original Contract Sum was $ 1,069,100.00 Net change by previously authorized Change Orders $ 0.00 The Contract Sum prior to this Change Order was $ 1,069,100.00 The Contract Sum will be increased by this Change Order in the amount of $ 0.00 The new Contract Sum including this Change Order will be $ 1,069,100.00 The Contract Time will be increased by Zero (0) days. The Contractor’s Work shall be substantially complete on June 5, 2025. NOTE: This Change Order does not include adjustments to the Contract Sum or Guaranteed Maximum Price, or the Contract Time, that have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor, in which case a Change Order is executed to supersede the Construction Change Directive. NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONSTRUCTION MANAGER, CONTRACTOR, AND OWNER. AIA Document G731™ – 2019 (formerly G701™CMa – 1992). Copyright © 1992 and 2019 by The American Institute of Architects. All rights reserved. The “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are registered trademarks and may not be used without permission. This draft was produced by AIA software at 12:27:48 ET on 09/23/2021 under Order No.2200100983 which expires on 03/01/2022, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA4A) 2 OPN Architects Ryan Companies US, Inc. ARCHITECT (Firm name) CONSTRUCTION MANAGER (Firm name) SIGNATURE SIGNATURE Danielle Hermann, Principal Jill Boetger, Project Manager II PRINTED NAME AND TITLE PRINTED NAME AND TITLE DATE: DATE: Ford Metro, Inc. City of Waukee Iowa CONTRACTOR (Firm name) OWNER (Firm name) SIGNATURE SIGNATURE PRINTED NAME AND TITLE PRINTED NAME AND TITLE Courtney Clarke, Mayor DATE: DATE: AIA ® Document G731™ – 2019 Change Order, Construction Manager as Adviser Edition AIA Document G731™ – 2019 (formerly G701™CMa – 1992). Copyright © 1992 and 2019 by The American Institute of Architects. All rights reserved. The “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are registered trademarks and may not be used without permission. This draft was produced by AIA software at 12:27:48 ET on 09/23/2021 under Order No.2200100983 which expires on 03/01/2022, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA4A) 1 PROJECT: (name and address) CONTRACT INFORMATION: CHANGE ORDER INFORMATION: Waukee Public Safety Facility (WPS) Contract For: Bid Package #9 Overhead Doors Change Order Number: WPS CO 01 (Skold No. 1) 815 NW 20th Street Waukee, IA 50263 Date: 12.18.2023 Date: 03.18.2024 OWNER: (name and address) ARCHITECT: (name and address) CONSTRUCTION MANAGER: (name and address) City of Waukee OPN Architects Ryan Companies US, Inc. 230 W Hickman Road Waukee, IA 50263 100 Court Avenue, #100 Des Moines, IA 50309 111 East Grand Avenue, Des Moines, IA 50309 CONTRACTOR: (name and address) Skold Door Company 5730 NE 17th Street Des Moines, IA 50313 THE CONTRACT IS CHANGED AS FOLLOWS: (Insert a detailed description of the change and, if applicable, attach or reference specific exhibits. Also include agreed upon adjustments attributable to executed Construction Change Directives.) Scope modifications will include: WPS CR004: Adding Primary & Non-Contributory language to existing item no. 11.1.1 in the prime contracts. AIA Document A232-2019 General Conditions for Project 11.1.1 shall be revised as follows: ARTICLE 11 INSURANCE AND BONDS § 11.1 Contractor’s Insurance and Bonds § 11.1.1 The Contractor shall purchase and maintain insurance of the types and limits of liability, containing the endorsements, and subject to the terms and conditions, as described in the Agreement or elsewhere in the Contract Documents. The Contractor shall purchase and maintain the required insurance from an insurance company or insurance companies lawfully authorized to issue insurance in the jurisdiction where the Project is located. The Owner, Construction Manager and Construction Manager’s consultants, and the Architect and Architect’s consultants, shall be named as additional insureds under the Contractor’s commercial general liability policy or as otherwise described in the Contract Documents. To the fullest extent permitted by law, the General Liability and Umbrella/Excess Liability insurance afforded to the Owner, Construction Manager and Construction Manager’s consultants, and the Architect and the Architect’s consultants shall be primary insurance and not excess over, or contributing with, any insurance purchased or maintained by Owner, Construction Manager and Construction Manager’s consultants, and the Architect and the Architect’s consultants (CO No. 1_03.18.2024) Zero dollar cost change.Value of $0.00 The original Contract Sum was $ 310,000.00 Net change by previously authorized Change Orders $ 0.00 The Contract Sum prior to this Change Order was $ 310,000.00 The Contract Sum will be increased by this Change Order in the amount of $ 0.00 The new Contract Sum including this Change Order will be $ 310,000.00 The Contract Time will be increased by Zero (0) days. The Contractor’s Work shall be substantially complete on June 5, 2025. NOTE: This Change Order does not include adjustments to the Contract Sum or Guaranteed Maximum Price, or the Contract Time, that have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor, in which case a Change Order is executed to supersede the Construction Change Directive. NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONSTRUCTION MANAGER, CONTRACTOR, AND OWNER. AIA Document G731™ – 2019 (formerly G701™CMa – 1992). Copyright © 1992 and 2019 by The American Institute of Architects. All rights reserved. The “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are registered trademarks and may not be used without permission. This draft was produced by AIA software at 12:27:48 ET on 09/23/2021 under Order No.2200100983 which expires on 03/01/2022, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA4A) 2 OPN Architects Ryan Companies US, Inc. ARCHITECT (Firm name) CONSTRUCTION MANAGER (Firm name) SIGNATURE SIGNATURE Danielle Hermann, Principal Jill Boetger, Project Manager II PRINTED NAME AND TITLE PRINTED NAME AND TITLE DATE: DATE: Skold Door Company City of Waukee Iowa CONTRACTOR (Firm name) OWNER (Firm name) SIGNATURE SIGNATURE PRINTED NAME AND TITLE PRINTED NAME AND TITLE Courtney Clarke, Mayor DATE: DATE: AIA ® Document G731™ – 2019 Change Order, Construction Manager as Adviser Edition AIA Document G731™ – 2019 (formerly G701™CMa – 1992). Copyright © 1992 and 2019 by The American Institute of Architects. All rights reserved. The “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are registered trademarks and may not be used without permission. This draft was produced by AIA software at 12:27:48 ET on 09/23/2021 under Order No.2200100983 which expires on 03/01/2022, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA4A) 1 PROJECT: (name and address) CONTRACT INFORMATION: CHANGE ORDER INFORMATION: Waukee Public Safety Facility (WPS) Contract For: Bid Package #10 Framing, Drywall, & Ceilings Change Order Number: WPS CO 01 (HSI No. 1) 815 NW 20th Street Waukee, IA 50263 Date: 12.18.2023 Date: 03.18.2024 OWNER: (name and address) ARCHITECT: (name and address) CONSTRUCTION MANAGER: (name and address) City of Waukee OPN Architects Ryan Companies US, Inc. 230 W Hickman Road Waukee, IA 50263 100 Court Avenue, #100 Des Moines, IA 50309 111 East Grand Avenue, Des Moines, IA 50309 CONTRACTOR: (name and address) Hilsabeck Schacht, Inc. 617 S. 19th Street West Des Moines, IA 50265 THE CONTRACT IS CHANGED AS FOLLOWS: (Insert a detailed description of the change and, if applicable, attach or reference specific exhibits. Also include agreed upon adjustments attributable to executed Construction Change Directives.) Scope modifications will include: WPS CR004: Adding Primary & Non-Contributory language to existing item no. 11.1.1 in the prime contracts. AIA Document A232-2019 General Conditions for Project 11.1.1 shall be revised as follows: ARTICLE 11 INSURANCE AND BONDS § 11.1 Contractor’s Insurance and Bonds § 11.1.1 The Contractor shall purchase and maintain insurance of the types and limits of liability, containing the endorsements, and subject to the terms and conditions, as described in the Agreement or elsewhere in the Contract Documents. The Contractor shall purchase and maintain the required insurance from an insurance company or insurance companies lawfully authorized to issue insurance in the jurisdiction where the Project is located. The Owner, Construction Manager and Construction Manager’s consultants, and the Architect and Architect’s consultants, shall be named as additional insureds under the Contractor’s commercial general liability policy or as otherwise described in the Contract Documents. To the fullest extent permitted by law, the General Liability and Umbrella/Excess Liability insurance afforded to the Owner, Construction Manager and Construction Manager’s consultants, and the Architect and the Architect’s consultants shall be primary insurance and not excess over, or contributing with, any insurance purchased or maintained by Owner, Construction Manager and Construction Manager’s consultants, and the Architect and the Architect’s consultants (CO No. 1_03.18.2024) Zero dollar cost change.Value of $0.00 The original Contract Sum was $ 2,562,500.00 Net change by previously authorized Change Orders $ 0.00 The Contract Sum prior to this Change Order was $ 2,562,500.00 The Contract Sum will be increased by this Change Order in the amount of $ 0.00 The new Contract Sum including this Change Order will be $ 2,562,500.00 The Contract Time will be increased by Zero (0) days. The Contractor’s Work shall be substantially complete on June 5, 2025. NOTE: This Change Order does not include adjustments to the Contract Sum or Guaranteed Maximum Price, or the Contract Time, that have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor, in which case a Change Order is executed to supersede the Construction Change Directive. NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONSTRUCTION MANAGER, CONTRACTOR, AND OWNER. AIA Document G731™ – 2019 (formerly G701™CMa – 1992). Copyright © 1992 and 2019 by The American Institute of Architects. All rights reserved. The “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are registered trademarks and may not be used without permission. This draft was produced by AIA software at 12:27:48 ET on 09/23/2021 under Order No.2200100983 which expires on 03/01/2022, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA4A) 2 OPN Architects Ryan Companies US, Inc. ARCHITECT (Firm name) CONSTRUCTION MANAGER (Firm name) SIGNATURE SIGNATURE Danielle Hermann, Principal Jill Boetger, Project Manager II PRINTED NAME AND TITLE PRINTED NAME AND TITLE DATE: DATE: Hilsabeck Schacht, Inc. City of Waukee Iowa CONTRACTOR (Firm name) OWNER (Firm name) SIGNATURE SIGNATURE PRINTED NAME AND TITLE PRINTED NAME AND TITLE Courtney Clarke, Mayor DATE: DATE: AIA ® Document G731™ – 2019 Change Order, Construction Manager as Adviser Edition AIA Document G731™ – 2019 (formerly G701™CMa – 1992). Copyright © 1992 and 2019 by The American Institute of Architects. All rights reserved. The “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are registered trademarks and may not be used without permission. This draft was produced by AIA software at 12:27:48 ET on 09/23/2021 under Order No.2200100983 which expires on 03/01/2022, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA4A) 1 PROJECT: (name and address) CONTRACT INFORMATION: CHANGE ORDER INFORMATION: Waukee Public Safety Facility (WPS) Contract For: Bid Package #11 Fire Protection Change Order Number: WPS CO 01 (Elite No. 1) 815 NW 20th Street Waukee, IA 50263 Date: 12.18.2023 Date: 03.18.2024 OWNER: (name and address) ARCHITECT: (name and address) CONSTRUCTION MANAGER: (name and address) City of Waukee OPN Architects Ryan Companies US, Inc. 230 W Hickman Road Waukee, IA 50263 100 Court Avenue, #100 Des Moines, IA 50309 111 East Grand Avenue, Des Moines, IA 50309 CONTRACTOR: (name and address) Elite Fire Sprinkler Systems, Inc. 1165 Industrial Ave Hiawatha, IA 52233 THE CONTRACT IS CHANGED AS FOLLOWS: (Insert a detailed description of the change and, if applicable, attach or reference specific exhibits. Also include agreed upon adjustments attributable to executed Construction Change Directives.) Scope modifications will include: WPS CR004: Adding Primary & Non-Contributory language to existing item no. 11.1.1 in the prime contracts. AIA Document A232-2019 General Conditions for Project 11.1.1 shall be revised as follows: ARTICLE 11 INSURANCE AND BONDS § 11.1 Contractor’s Insurance and Bonds § 11.1.1 The Contractor shall purchase and maintain insurance of the types and limits of liability, containing the endorsements, and subject to the terms and conditions, as described in the Agreement or elsewhere in the Contract Documents. The Contractor shall purchase and maintain the required insurance from an insurance company or insurance companies lawfully authorized to issue insurance in the jurisdiction where the Project is located. The Owner, Construction Manager and Construction Manager’s consultants, and the Architect and Architect’s consultants, shall be named as additional insureds under the Contractor’s commercial general liability policy or as otherwise described in the Contract Documents. To the fullest extent permitted by law, the General Liability and Umbrella/Excess Liability insurance afforded to the Owner, Construction Manager and Construction Manager’s consultants, and the Architect and the Architect’s consultants shall be primary insurance and not excess over, or contributing with, any insurance purchased or maintained by Owner, Construction Manager and Construction Manager’s consultants, and the Architect and the Architect’s consultants (CO No. 1_03.18.2024) Zero dollar cost change.Value of $0.00 The original Contract Sum was $ 364,700.00 Net change by previously authorized Change Orders $ 0.00 The Contract Sum prior to this Change Order was $ 364,700.00 The Contract Sum will be increased by this Change Order in the amount of $ 0.00 The new Contract Sum including this Change Order will be $ 364,700.00 The Contract Time will be increased by Zero (0) days. The Contractor’s Work shall be substantially complete on June 5, 2025. NOTE: This Change Order does not include adjustments to the Contract Sum or Guaranteed Maximum Price, or the Contract Time, that have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor, in which case a Change Order is executed to supersede the Construction Change Directive. NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONSTRUCTION MANAGER, CONTRACTOR, AND OWNER. AIA Document G731™ – 2019 (formerly G701™CMa – 1992). Copyright © 1992 and 2019 by The American Institute of Architects. All rights reserved. The “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are registered trademarks and may not be used without permission. This draft was produced by AIA software at 12:27:48 ET on 09/23/2021 under Order No.2200100983 which expires on 03/01/2022, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA4A) 2 OPN Architects Ryan Companies US, Inc. ARCHITECT (Firm name) CONSTRUCTION MANAGER (Firm name) SIGNATURE SIGNATURE Danielle Hermann, Principal Jill Boetger, Project Manager II PRINTED NAME AND TITLE PRINTED NAME AND TITLE DATE: DATE: Elite Fire Sprinkler Systems, Inc. City of Waukee Iowa CONTRACTOR (Firm name) OWNER (Firm name) SIGNATURE SIGNATURE PRINTED NAME AND TITLE PRINTED NAME AND TITLE Courtney Clarke, Mayor DATE: DATE: AIA ® Document G731™ – 2019 Change Order, Construction Manager as Adviser Edition AIA Document G731™ – 2019 (formerly G701™CMa – 1992). Copyright © 1992 and 2019 by The American Institute of Architects. All rights reserved. The “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are registered trademarks and may not be used without permission. This draft was produced by AIA software at 12:27:48 ET on 09/23/2021 under Order No.2200100983 which expires on 03/01/2022, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA4A) 1 PROJECT: (name and address) CONTRACT INFORMATION: CHANGE ORDER INFORMATION: Waukee Public Safety Facility (WPS) Contract For: Bid Package #12 Mechanical & Plumbing Change Order Number: WPS CO 01 (Kruck No. 1) 815 NW 20th Street Waukee, IA 50263 Date: 12.18.2023 Date: 03.18.2024 OWNER: (name and address) ARCHITECT: (name and address) CONSTRUCTION MANAGER: (name and address) City of Waukee OPN Architects Ryan Companies US, Inc. 230 W Hickman Road Waukee, IA 50263 100 Court Avenue, #100 Des Moines, IA 50309 111 East Grand Avenue, Des Moines, IA 50309 CONTRACTOR: (name and address) Kruck Plumbing & Heating Co., Inc. 734 7th Street, P.O. Box 189 Boone, IA 50036 THE CONTRACT IS CHANGED AS FOLLOWS: (Insert a detailed description of the change and, if applicable, attach or reference specific exhibits. Also include agreed upon adjustments attributable to executed Construction Change Directives.) Scope modifications will include: WPS CR002: 02/02/2024 PR 01 Mech & Plumbing Changes. Changes include size of VRFW – 2.0, revised dampers on DOAU-1 & DAOU-2, revised size of expansion tanks ET-2 & ET-3 and revised water service entrance detail to remove bypass around meter per RFI #2: Water Entrance Detail. Value of $8,025.42 WPS CR004: Adding Primary & Non-Contributory language to existing item no. 11.1.1 in the prime contracts. AIA Document A232-2019 General Conditions for Project 11.1.1 shall be revised as follows: ARTICLE 11 INSURANCE AND BONDS § 11.1 Contractor’s Insurance and Bonds § 11.1.1 The Contractor shall purchase and maintain insurance of the types and limits of liability, containing the endorsements, and subject to the terms and conditions, as described in the Agreement or elsewhere in the Contract Documents. The Contractor shall purchase and maintain the required insurance from an insurance company or insurance companies lawfully authorized to issue insurance in the jurisdiction where the Project is located. The Owner, Construction Manager and Construction Manager’s consultants, and the Architect and Architect’s consultants, shall be named as additional insureds under the Contractor’s commercial general liability policy or as otherwise described in the Contract Documents. To the fullest extent permitted by law, the General Liability and Umbrella/Excess Liability insurance afforded to the Owner, Construction Manager and Construction Manager’s consultants, and the Architect and the Architect’s consultants shall be primary insurance and not excess over, or contributing with, any insurance purchased or maintained by Owner, Construction Manager and Construction Manager’s consultants, and the Architect and the Architect’s consultants (CO No. 1_03.18.2024) Zero dollar cost change.Value of $0.00 The original Contract Sum was $ 5,947,000.00 Net change by previously authorized Change Orders $ 0.00 The Contract Sum prior to this Change Order was $ 5,947,000.00 The Contract Sum will be increased by this Change Order in the amount of $ 8,025.42 The new Contract Sum including this Change Order will be $ 5,955,025.42 The Contract Time will be increased by Zero (0) days. The Contractor’s Work shall be substantially complete on June 5, 2025. NOTE: This Change Order does not include adjustments to the Contract Sum or Guaranteed Maximum Price, or the Contract Time, that have been authorized by Construction Change Directive until the cost and time have been AIA Document G731™ – 2019 (formerly G701™CMa – 1992). Copyright © 1992 and 2019 by The American Institute of Architects. All rights reserved. The “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are registered trademarks and may not be used without permission. This draft was produced by AIA software at 12:27:48 ET on 09/23/2021 under Order No.2200100983 which expires on 03/01/2022, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA4A) 2 agreed upon by both the Owner and Contractor, in which case a Change Order is executed to supersede the Construction Change Directive. NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONSTRUCTION MANAGER, CONTRACTOR, AND OWNER. OPN Architects Ryan Companies US, Inc. ARCHITECT (Firm name) CONSTRUCTION MANAGER (Firm name) SIGNATURE SIGNATURE Danielle Hermann, Principal Jill Boetger, Project Manager II PRINTED NAME AND TITLE PRINTED NAME AND TITLE DATE: DATE: Kruck Plumbing & Heating Co., Inc. City of Waukee Iowa CONTRACTOR (Firm name) OWNER (Firm name) SIGNATURE SIGNATURE PRINTED NAME AND TITLE PRINTED NAME AND TITLE Courtney Clarke, Mayor DATE: DATE: Waukee Public Safety - Change Request Summary 02.14.2024 Ryan Companies US, Inc. Change Request 002 Change Request Subcontractor Comments Cost Change 2.0 DDVI No Cost Impact $0.00 2.1 Jordison Construction No Response - No Cost Impact $0.00 2.2 Enterprise Precast No Response - No Cost Impact $0.00 2.3 TSF Structures No Response - No Cost Impact $0.00 2.4 Northwest Steel No Response - No Cost Impact $0.00 2.5 Forman Ford No Response - No Cost Impact $0.00 2.6 Academy Roofing No Response - No Cost Impact $0.00 2.7 Ford Metro No Response - No Cost Impact $0.00 2.8 Skold Door No Response - No Cost Impact $0.00 2.9 Hilsabeck Schacht No Response - No Cost Impact $0.00 2.10 Elite Fire Sprinkler No Response - No Cost Impact $0.00 2.11 Kruck Plumbing and Heating PR 01 Mech & Plumbing Changes. Changes include size of VRFW – 2.0, revised dampers on DOAU- 1 & DAOU-2, revised size of expansion tanks ET-2 & ET-3 and revised water service entrance detail to remove bypass around meter per RFI #2: Water Entrance Detail. $8,025.42 2.12 Van Maanen No Response - No Cost Impact $0.00 2.13 TriCity Electric No Response - No Cost Impact $0.00 2.14 Wenthold No Response - No Cost Impact $0.00 2.15 Absolute No Response - No Cost Impact $0.00 2.16 Jordison Construction No Response - No Cost Impact $0.00 2.17 Alpha Landscapes No Response - No Cost Impact $0.00 $8,025.42 Builders Risk (.23% Cost of Work (Estimated))$18.46 CMa Fee on Cost of Work (3.25%)$260.83 CMa Project Manager Time $0.00 CMa Project Superintendent Time $0.00 Change Request 02 Cost Change Total $8,304.70 Summary: 02/02/2024 PR 01 Mech & Plumbing Changes. Changes include size of VRFW – 2.0, revised dampers on DOAU-1 & DAOU-2, revised size of expansion tanks ET-2 & ET-3 and revised water service entrance detail to remove bypass around meter per RFI #2: Water Entrance Detail. Change Request 02 Subtotal KRUCK Plumbing & Heating Company Inc. Mechanical Contractors Since 1941 ________________________________________________________________________________________________ OFFICE & PLUMBING DEPT. - 732-734 Seventh Street TELEPHONE: 515-432-2210 POST OFFICE BOX 189 SHEET METAL DEPT. - 812-816 Sixth Street FAX: 515-432-2227 BOONE, IOWA 50036 WAREHOUSE - 807 Sixth Street 2/8/24 Ryan Companies US Inc. 111 East Grand, Suite 200 Des Moines, Iowa 50309 RE: Waukee Public safety Building PR-01 Attn: Jill Boetger Our proposal for Waukee Public Safety Building PR-01 Plumbing and Mechanical changes is an add of: $8,025.00 Please see the attached breakdown of material and labor. Let me know if you have any questions or concerns. Sincerely, Kruck Plumbing & Heating Gary Lewis Gary Lewis Vice President COMMERCIAL – INDUSTRIAL – RESIDENTAIL – PLUMBING – HEATING – SHEET METAL – AIR CONDITIONING - VENTILATION Project Waukee Public Safety Building Section:PR-01 plumbing & mechanical changes Date:2/8/2024 Labor Labor Quantity Description Cost Total %Net unit Total Add 1 revise VRFW-2.0-342 from .5 t to 2.0 t 500.00 500.00 1 500.00 0.00 0.00 1 Revise DOAU dampers to be insulated 3600.00 3600.00 1.00 3600.00 0.00 0.00 1 revise ET-2 size to 158 gallon 2737.00 2737.00 1 2737.00 0.00 0.00 1 revise ET-3 size to 35 gallon 795.00 795.00 1 795.00 0.00 0.00 total add 0.00 7632.00 0.00 Deduct 2 2" prees tee 79.78 159.56 0.6 95.74 0.64 1.28 1 2" press ball valve 885.00 885.00 0.31 274.35 0.64 0.64 1 2" press 90 68.78 68.78 0.6 41.27 0.64 0.64 6 ft 2" L copper pipe 34.74 208.44 0.39 81.29 0.17 1.02 total deduct 0.00 492.63 3.58 Total Material Credit $492.63 Total Material Add $7,632.00 Sales Tax Exempt $0.00 Material Total $7,139.37 Total Labor Credit $250.60 Total Labor Add $0.00 Labor Subtotal -$250.60 Project Manager $0.00 Expendable Tools $0.00 Equipment Rental $0.00 Subtotal $6,888.77 Overhead Fee (15%)$1,033.32 Thorpe Well Drilling (Sub- Contractor)$0.00 Iowa Pipe & Grading (Sub- Contractor $0.00 Iowa Insulation (Sub- Contractor)$0.00 Precision TAB (Sub-Contractor)$0.00 Iowa Water Mngt (Sub-Contractor)$0.00 Overhead Fee on Sub-contractors (5%$0.00 Insurance & Bond (1.5 %)$103.33 Total $8,025.42 1 Jill Boetger From:John Nebbia <JNebbia@morrisseyengineering.com> Sent:Thursday, February 8, 2024 4:58 PM To:Jill Boetger Cc:Alex Streyffeler; Nate Sheets Subject:RE: WPSB CR#002/ PR01 EXTERNAL EMAIL: If unknown sender, DO NOT click links/attachments. NEVER give out your user ID or password. Jill, To clarify overall, these are all value add changes. The size increase of VRFW-342 was due to an error in not anticipating the equipment which would be in the IDF room 342 requiring 2 tons of cooling versus 0.5 The DOAU dampers exposed to the exterior temperatures are typically insulated, however they were not noted in our construction documents. This cost is for four dampers, two on each unit, for the exhaust outlet and outside air inlet. The ductwork from the louvers to the unit is insulated and will be open to the exterior while the units are not in operation. Uninsulated dampers would be the only uninsulated portion of the exhaust ductwork and outside air ductwork systems within the mechanical rooms. For the same reason we are insulating those ducts, the dampers should be insulated to maintain the insulation barrier. When it is cold out, the temperature of uninsulated dampers would dip below the dew point in the mechanical room/inside the DOAU, condensation would form, and the dampers would sweat. This could lead to water where we don’t want it, or could cause a layer of frost to form on the dampers. The expansion tanks were increased in size to accommodate for the larger water volume of the plumbing systems due to pipe sizes increasing late in design. The increased expansion tank sizes will allow for the plumbing systems the proper space it needs for any expansion the water will experience due to increasing in temperature. It will also allow the plumbing system to have a buffer before turn on booster pumps which will reduce the number of mes the pumps need to turn on and off to maintain proper water pressure in the building. Thanks, John Nebbia, PE | FPE MECHANICAL | FIRE PROTECTION MORRISSEY ENGINEERING D 402.991.3073 O 402.491.4144
 C 402.598.3063 From: Jill Boetger <Jill.Boetger@RyanCompanies.com> Sent: Thursday, February 08, 2024 11:05 AM To: John Nebbia <JNebbia@morrisseyengineering.com> Cc: Alex Streyffeler <astreyffeler@opnarchitects.com> Subject: RE: WPSB CR#002/ PR01 1 Jill Boetger From:John Nebbia <JNebbia@morrisseyengineering.com> Sent:Monday, February 12, 2024 10:04 AM To:Jill Boetger; Alex Streyffeler Cc:Jason Arsenault; Angie Pfannkuch; Ryan Pigneri; Jonathan Lewton; Nate Sheets; Aaron Twedt Subject:RE: WPSB CR#002/ PR01 EXTERNAL EMAIL: If unknown sender, DO NOT click links/attachments. NEVER give out your user ID or password. Jill, The pricing o ered for PR01 is in line with what we would expect. Thanks. John Nebbia, PE | FPE MECHANICAL | FIRE PROTECTION MORRISSEY ENGINEERING D 402.991.3073 O 402.491.4144
 C 402.598.3063 From: Jill Boetger <Jill.Boetger@RyanCompanies.com> Sent: Monday, February 12, 2024 9:05 AM To: John Nebbia <JNebbia@morrisseyengineering.com>; Alex Streyffeler <astreyffeler@opnarchitects.com> Cc: Jason Arsenault <Jason.Arsenault@RyanCompanies.com>; Angie Pfannkuch <angie@sidekickdevelopment.com>; Ryan Pigneri <Ryan.Pigneri@RyanCompanies.com>; Jonathan Lewton <Jonathan.Lewton@RyanCompanies.com>; Nate Sheets <NSheets@morrisseyengineering.com>; Aaron Twedt <atwedt@opnarchitects.com> Subject: RE: WPSB CR#002/ PR01 OPN/MEI – Any feedback on the PR01 pricing? Jill Jill Boetger (she/her/hers) Project Manager II, LEED AP jill.boetger@ryancompanies.com (p) 515-412-5520 (c) 515-314-1338 (f) 515-412-5620 Ryan Companies US, Inc. 111 East Grand, Suite 200 Des Moines, IA 50309 ryancompanies.com 2 From: Jill Boetger Sent: Thursday, February 8, 2024 10:47 AM To: John Nebbia <JNebbia@morrisseyengineering.com>; Alex Streyffeler <astreyffeler@opnarchitects.com> Cc: Jason Arsenault <Jason.Arsenault@RyanCompanies.com>; Angie Pfannkuch <angie@sidekickdevelopment.com>; Ryan Pigneri <Ryan.Pigneri@RyanCompanies.com>; Jonathan Lewton <Jonathan.Lewton@RyanCompanies.com>; NSheets@morrisseyengineering.com; Aaron Twedt <atwedt@opnarchitects.com> Subject: FW: WPSB CR#002/ PR01 All – See a<ached pricing from Kruck for the PR01 changes. Please review and provide comments asap. I expect this is the only Prime that will have cost impact, but we’ll let you know asap if we hear from others. Jill Jill Boetger (she/her/hers) Project Manager II, LEED AP jill.boetger@ryancompanies.com (p) 515-412-5520 (c) 515-314-1338 (f) 515-412-5620 Ryan Companies US, Inc. 111 East Grand, Suite 200 Des Moines, IA 50309 ryancompanies.com From: Gary Lewis <glewis@kruckph.com> Sent: Thursday, February 8, 2024 10:19 AM To: Jill Boetger <Jill.Boetger@RyanCompanies.com> Cc: Ryan Pigneri <Ryan.Pigneri@RyanCompanies.com> Subject: WPSB CR#002/ PR01 EXTERNAL EMAIL: If unknown sender, DO NOT click links/attachments. NEVER give out your user ID or password. Jill Please see a<ached proposal. Could you get this pushed through as soon as possible, need to get these changes made with suppliers. Let me know if you have any quesAons. Thanks PLEASE NOTE MY CELL PHONE NUMBER HAS CHANGED Gary Lewis Vice President w PROPOSAL REQUEST – PR NO. 01 Please submit an itemized proposal for changes in the Contract Sum and Contract Time for proposed modifications to the Contract Documents described herein. This is not a Change Order, a Construction Change Directive or a direction to proceed with the w ork described in the proposed modifications. Proceeding with the Work prior to authorization indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time. Description: 1. REVISED SIZE OF VRFW-2.0-342 FROM 0.5 TON TO 2.0 TON Drawings Impacted: M111B and M801 2. REVISED DAMPERS ON DOAU-1 & DOAU-2 EXHAUST AND OUTSIDE AIR INTAKE TO BE INSULATED Drawing Impacted: M702 3. REVISED SIZE OF EXPANSION TANK (ET-2) Drawing Impacted: P111C and P500 4. REVISED SIZE OF EXPANSION TANK (ET-3) Drawing Impacted: P111C and P500 5. REVISED WATER SERVICE ENTRANCE DETAIL TO REMOVE BYPASS AROUND METER Drawing Impacted: 12/P400 Attachments: M111B, M702, M801, P111C, P400, P500. OPN Architects, Inc. Date: 02/02/2024 Project: Waukee Public Safety Facility Project number: 21841001 Client: City of Waukee Construction Manager: Ryan Companies G SL O P E SLOPE SL O P E SL O P E T SLOPE SLOPE SLOPE WC-3 WATER SERVICE ENTRANCE IRRIGATION WATER WH-1 6" ST UP 6" OF UP 6" OF UP 6" ST UP 8" OF DN 8" ST DN 8" ST UP 8" OF UP 8" OF UP 8" ST UP 6" ST UP 6" ST DN 6" OF UP 6" ST UP 6" OF DN 6" ST 6" OF 6" OF 6" ST SHELL SPACE 450 INDOOR GARAGE 420 MECHANICAL 403 VEHICLE EVIDENCE 421 OPEN OFFICE 401 ELECTRICAL 409 ARMORY 404 FOUND ARTICLES 410 TRAFFIC STORAGE 423 WASH BAY 422 CORRIDOR 400 POLICE ENTRY 361 IDF 408 CORRIDOR 360 EWH-1 4" FS-1 2" D-1 2" D-1 2" D-1 2" D-1 4" 18'-0" TD-1 WH-1 4" 18'-2" TD-1 4" CW PROCESSING 430 RESTROOM 433 DRE / OWI 435 INTERVIEW 434 INTERVIEW 432 DWBP-1 ET-2 4" CW AR E A B AR E A C AR E A B AR E A C M302 2" HW 1" HWC 2" CW 3/4" HW 1/2" HWC 1 1/2" CW 1" CW 1 1/4" G 4" CW 2" HW 1" HWC 1 1/2" G 2" G 1/2" G 1" G 1 1/4" G RH-3A RH-3B RH-4A RH-4B 6" ST UP 6" ST 6" OF 6" OF UP 6" ST UP 6" OF UP 6" OF DN 6" OF UP 4" 114'-6" TD-1 4" 21'-6" TD-1 P200 5 VESTIBULE 431 LARGE ARTICLES 406 WH-1 1 1/2" CW 1 1/2" G 1" HWC 2" HW 4" CW 8" ST 8" OF8" OF 8" ST 6" OF 6" ST 6" ST DN 2" D-1 3/4" CW 1 1/2" V 1/2" HWC 3/4" HW 1 1/2" CW2" V 3/4" CW PATROL STORAGE 407 M329 M309 1/2" G RH-5 M314 2" V UP 4" FS-1 1 1/4" W M333M347 M346 HB-1 HB-1 1 1/4" CW HB-1 1" CW EWH-2 ET-3 P400 13 2" CW 2" HW 1" HWCMV-1 3/4" CW 2" V 2" V 2" V 4" FS-2 2" D-1 HB-1 HWCP-1 2" D-1 2" D-1 4" 49'-4" TD-11 1/2" V SE E 1 / P 1 1 1 B SE E 1 / P 1 1 1 B 4" OV 4" OV DN4" OV UP 4" OV DN 4" OIL VENT TERMINATION 1 1/2" V DN M344 (TYP)M343 M343 (TYP)M343 M343 HX-1 15.1 15.1 16 16 16.1 16.1 16.2 16.2 16.3 16.3 16.4 16.4 16.5 16.5 17 17 18 18 19 19 N N Q Q R R S S T T V V U U W W X X Y Y Z Z 1" CW HWCP-2 (TYP)M301 12 M300 HB-1 M309 1" CW 1" CW HOSE BIB TO SERVE POWER WASHER HB-1 M309 1" CW HB-1 HOSE BIB TO SERVE POWER WASHER HOSE BIB TO SERVE POWER WASHER M701 14 (TYP) GAS METER TOTAL GAS LOAD: 1595 MBH LONGEST RUN: 1120 FEET 6" ST 6" OF 8" OF 8" ST 10" ST UP 10" OF DN 10" OF M367 M367 PR 01 PR 01 S L I C EN AW E D SPROFE ONSIA L E N GI NEER OI NATHAN W. SHEETS 25849 PE copyright note: c mo eyrrIssengIneerIngInc mechanical | electrical | lighting | technology | commissioning www.morrisseyengineering.com MEI PROJECT #: permission to reproduce all or part of this drawing is hereby granted solely for the limited purpose of construction of this project or archiving. unauthorized copying, disclosure or construction use without written permission of morrissey engineering, inc. is prohibited by copyright law. do not scale drawings. verify all dimensions and clearances from architectural, structural, shop and other appropriate drawings or at site. lay out and coordinate all work prior to installation to provide clearances required for operation, maintenance, and codes and verify non-interference with other work. do not fabricate prior to verification of clearance for all trades. 4940 North 118th Street Omaha, NE 68164 P: 402.491.4144 A 19181716151413121110987654 B C D E F G H J K L M N P Q PR I N T E D : R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet Number Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect C 22452 2/ 5 / 2 0 2 4 1 0 : 3 3 : 5 5 A M P111C FLOOR PLAN LEVEL 1 - PLUMBING - AREA C 21841001 CONSTRUCTION SET 11/21/2023 WAUKEE PUBLIC SAFETY BUILDING ADDRESS TBD WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 11/21/2023 N 1/8" = 1'-0"1 FLOOR PLAN LEVEL 1 - PLUMBING - AREA C KEYNOTES M301 DO NOT ROUTE PIPING OVER ELECTRICAL PANELS. MAINTAIN ALL CODE REQUIRED CLEARANCES. M302 PROVIDE WATER HAMMER ARRESTOR - SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. COORDINATE LOCATION OF WATER HAMMER ARRESTORS WITH PLUMBING CHASE ACCESS DOORS. SEE ARCHITECTURAL FOR ADDITIONAL INFORMATION ON ACCESS DOORS. M309 PROVIDE DOUBLE CHECK VALVE TO PROTECT WATER LINE SERVING POWER WASHER. M314 VENT PIPING UP TO VENT THROUGH ROOF. SEE VENT THROUGH ROOF DETAIL 8/M400 FOR PIPE ROUTING. M329 COLD WATER PIPING TO SERIVE LAWN SPRINKLER SYSTEM. COLD WATER PIPING TO BE SIZED BY SPRINKLER CONTRACTOR. M333 1/2" COPPER ROOF HYDRANT DRAIN PIPE. M343 ISOLATION VALVE. M344 BALANCE VALVE. SET BALANCE VAVLE TO 0.33 GPM. M346 1" COLD WATER PIPING AND 1/2" DRAIN LINE TO ROOF HYDRANT. M347 ROUTE 1/2" ROOF HYDRANT DRAIN PIPE ROUTED DOWN ALONG WALL TO FLOOR SINK. M367 INSTALL NYLOPLAST 15" DRAIN BASIN (MODEL 2815AG) WITH ROUND DUCTILE IRON FRAME AND GRATE AS REQUIRED BY MANUFACTURER. FOR CAST IRON PIPING PROVIDE EQUIVALENT DRAIN BASIN COMPATIBLE WITH PIPING TYPE AND INSTALL PER MANUFACTURER REQUIRMENTS. Revision Description Date ADD 02 Addendum 10/31/23 PR 01 PR 01 02/02/24 02 ADD 02 ADD 02 ADD 02 ADD 02 ADD 02 ADD FROM BUILDING 4" RISER EXTERIOR WALL TO SEWER 6" CONCRETE SLAB WITH 1/2" RADIUS EDGE AT FINAL GRADE OF THE INSTALLATION LOCATION. PAD SHALL BE PERPENDICULAR AND/OR PARALLEL WITH ADJACENT SIDEWALKS OR PAVING. HEAVY DUTY CLEANOUT RING AND SOLID COVER. PROVIDE DEETER FOUNDRY MODEL 1813. 4" CLEANOUT END CAP LABELED AS 'SANITARY'. 6" GRAVEL FILL AT BASE OF PIPE 12" FROST SLEEVE PIPING EXTEND MINIMUM OF 2'-0" BELOW GRADE. RECESS THE CLEANOUT COVER (RAISED PORTION) MINIMUM OF 1/8" AND MAXIMUM OF 1/4" BELOW TOP OF THE CONCRETE. GRADE PROVIDE #3 REBAR VERTICAL PLACEMENT AT CENTERLINE OF CONCRETE SLAB DEPTH. PROVIDE TRACER WIRE AND EXTEND UP CLEAN OUT RISER AND WRAP AROUND THE RISER PIPE TO END CAP (PVC ONLY) SAND / GRAVEL FILL AROUND SANITARY PIPING -SEE SPECIFICATIONS. COMPACTED FILL SEWER SEWER 8" MIN. CLEANOUT RING WIDTH 8" MINIMUM - 3'-0" MAXIMUM CLEANOUT RING WIDTH 8" MIN. 8" MIN. CLEANOUT RING WIDTH 8" MIN. 4" MIN. 4" MIN. 4" MIN. 4" MIN. 1/2" RADIUS EDGE LIGHT BROOM FINISH PAD REINFORCEMENT. PROVIDE #3 REBAR AS SHOWN STRUCTURAL FOOTING CLEANOUT TO BE 4" UNLESS MAIN IS LESS THEN 4" THEN MATCH SIZE OF MAIN. CLEANOUT COVER SEE PLANS FOR MAIN SIZE CLEANOUT PLUG LABEL CLEANOUT PLUG TO REFLECT SYSTEM FLOOR DIRECTION OF FLOW NICKEL BRONZE SCORIATED ROUND TOP PROVIDE CARPET MARKER WHERE NECESSARY OR RECESSED COVER FOR TILE INLAY (SEE ARCHITECTURAL FOR FLOORING MATERIAL) NOTE: NOT ALL CLEANOUTS MAY BE SHOWN ON PLAN. PROVIDE CLEANOUTS AS REQUIRED BY THE 2018 UNIFORM PLUMBING CODE AND THE AUTHORITY HAVING JURISDICTION. WHENEVER POSSIBLE, CLEANOUTS SHALL NOT BE LOCATED IN REGULARLY OCCUPIED SPACES. PROVIDE TRACER WIRE AND EXTEND UP CLEAN OUT RISER AND WRAP AROUND THE RISER PIPE TO END CAP (PVC ONLY) SIDE VIEW: TRAPEZE HANGER FOR UP TO 1000 LB. UNIFORM LOAD ADJUSTABLE CLEVIS HANGER ADJUSTABLE CLEVIS HANGER PROVIDE INSULATION SHIELD & INSERT FOR ALL PIPING (8" MIN.) BAND 1-5/8" 12 GAUGE CHANNEL OR 2"x2"x1/4" ANGLE 1/2" DIA. HANGER RODS WITH 36" MAX. SPACING ON EACH CHANNEL WELD SADDLE INSULATION SHIELD AT HANGER PROVIDE HIGH COMPRESSIVE STRENGTH INSULATION (9 PSF MIN. DENSITY) UNDER INSULATION SHIELD INSULATION HANGER ROD 1" M A X . CONNECT DISHWASHER WASTE TO GARBAGE DISPOSAL GARBAGE DISPOSAL ROUTE WASTE AS HIGH AS POSSIBLE DOUBLE BOWL SINK DISHWASHER 5/8" WASTE 1/2" HW FAUCET 1/2" CW 3/8" HW A.B.S. THERMOPLASTIC COVER STAINLESS STEEL DRAW-BANDS ROOF FLASHING ROOF CONSTRUCTION (VERIFY)PIPE LINE THRU ROOF ROUND EPDM PIPE FLASHING BOOT COORDINATE ROOF-CURB WITH ROOF CONSTRUCTION NOTE: ROOF CURB BY MECHANICAL CONTRACTOR. COORDINATE ROOF PENETRATIONS AND SEALING WITH WITH ROOFING AND GENERAL CONTRACTOR. SEAL PENETRATIONS WATERTIGHT TO MAINTAIN ROOF WARRANTY. PREFABRICATED INSULATED ROOF CURB. PROVIDE WITH 1-1/2" RIGID FIBERGLASS INSULATION INSIDE. PIPE LINE THRU ROOF (SEE PLANS FOR CONTINUATION) COORDINATE SIZE OF ROOF CURB WITH PIPE SIZE SECURE TO ROOF CURB NOTES: 1. IT IS NECESSARY TO ENSURE THE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR THE EXISTING GROUND CONDITIONS. 2. A MINIMUM CONCRETE STRENGTH OF 3000 PSI IS RECOMMENDED. THE CONCRETE SHOULD BE VIBRATED TO ELIMINATE AIR POCKETS. 3. CRACK CONTROL JOINTS ARE RECOMMENDED TO PROTECT THE CHANNEL AND THE CONCRETE SURROUND. 4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 1/8" ABOVE THE TOP OF THE CHANNEL EDGE. 5. REFER TO TRENCH DRAIN MANUFACTURER'S LATEST INSTALLATION INSTRUCTIONS FOR COMPLETE DETAILS. CONCRETE (SEE NOTE 2) CONTROL JOINT (SEE NOTE 3) GRATE SOIL 4"-6" MIN4"-6" MIN 4"-6" MIN DRAIN GRANULAR BASE (4") SLOPE FINISHED FLOOR TOWARDS GRATE FLOOR SLAB PRE-SLOPED TRENCH DRAIN COORDINATE FLOOR CONSTRUCTION COMPONENTS AND THICKNESS WITH ARCHITECTURAL. HS-25 RATED COVERS CLEANOUT (TYP.) 4" SANITARY 4" SANITARY FROM BUILDING SEE FLOOR PLANS FOR CONTINUATION UNDERGROUND VENT PIPING SEE FLOOR PLANS ADJUSTABLE ADAPTERS STATIC WATER LEVEL OI-1: OIL/SAND INTERCEPTOR SHALL BE STRIEM OT-500 (OR APPROVED EQUAL). SCHIER OIL RESERVE OIL / SAND SEPARATOR SHALL BE LIFETIME GUARANTEED AND MADE IN USA OF SEAMLESS, ROTATIONALLY-MOLDED HIGH DENSITY POLYETHYLENE. SEPARATOR SHALL BE RATED FOR BELOW GRADE INSTALLATION WITH FIELD ADJUSTABLE RISER SYSTEM, BUILT-IN FLOW CONTROL, VENT CONNECTION, AND INLET / OUTLET CONNECTIONS. SEPARATOR CAPACITY SHALL BE RATED FOR A MAXIMUM FLOW OF 314 GPM, 560 GALLON LIQUID CAPACITY, 285 GALLON OIL CAPACITY AND 162 GALLON SEDIMENT CAPACITY. COVER SHALL PROVIDE WATER / GAS-TIGHT SEAL AND BE HIGHWAY RATED. PROVIDE THE FOLLOWING OPTIONS: FIELD ADJUSTABLE RISERS FOR EXTENDING COVER TO GRADE, HIGH WATER ANCHOR KIT, AND HIGHWAY RATED BOLTED COVER. INTERCEPTOR SHALL BE CONSTRUCTED AND INSTALLED PER THE 2018 UNIFORM PLUMBING CODE AND THE AUTHORITY HAVING JURISDICTION. EXTEND AS REQUIRED CONFIRM ALLOWABLE WITH MANUFACTURER SEE CIVIL FOR CONTINUATION COMPARTMENT BAFFLES DIPTUBE WITH 3" CLEANOUT PROVIDE VENT FLUSH WITH WALL (PROVIDE WITH INSECT SCREEN) 48" MIN 4" BUILDING VENT SEE FLOOR PLAN CONTINUATION COORDINATE VENT PIPING TO EXTERIOR WITH STRUCTURE UNDERGROUND VENT PIPING SEE FLOOR PLANS 4" BUILDING VENT SEE FLOOR PLAN CONTINUATION 4" VENT CONNECTED TO OIL/SAND INTERCEPTOR ROOF CONSTRUCTION ROOF FLASHING 24 " M I N 1/2" MIN FILL VOID WITH LOOSE MINERAL WOOL. PROVIDE ACOUSTICAL SEALANT NOTE: CENTER VENT IN THE ROOF OPENING. SIZE OPENING 1" LARGER THAN PIPING INTERRUPT EXTERNAL INSULATION BELOW ROOF CONSTRUCTION. NOTE: CENTER VENT IN ROOF OPENING. SIZE OPENING 1" LARGER THAN PIPE. 4" WATER SERVICE PRESSURE GAUGE WITH PEAK INDICATOR 1/2" DRAIN TO FLOOR DRAIN 24" MIN GRADE REDUCED PRESSURE BACK-FLOW PREVENTER 4" WATER SERVICE METER VALVE (TYP) 4" TEST TEE FACING UP WITH RIGID NIPPLE & THREADED CAP WATER METER (140 GPM DEMAND) METER X" LAWN SPRINKLER SERVICE VERIFY SIZE WITH IRRIGATION CONTRACTOR 60" MIN GATE VALVE LAWN SPRINKLER METER (X GPM DEMAND) VERIFY DEMAND WITH IRRIGATION CONTRACTOR 5'-0" MECHANICAL CONTRACTOR SPRINKLER CONTRACTOR 4" CW TO BUILDING 4"CW ET-2 P P 1-1/2" CW FULL SIZE BYPASS WITH ISOLATION VALVE PRESSURE SENSORPRESSURE SENSOR 4" CW PUMP VFD (TYP. 3) CONTROL PANEL TRIPLEX DOMESTIC WATER BOOSTER PUMP DWBP-1 OI-2: OIL/SAND INTERCEPTOR SHALL BE STRIEM OT-1500 (OR APPROVED EQUAL). SCHIER OIL RESERVE OIL / SAND SEPARATOR SHALL BE LIFETIME GUARANTEED AND MADE IN USA OF SEAMLESS, ROTATIONALLY-MOLDED HIGH DENSITY POLYETHYLENE. SEPARATOR SHALL BE RATED FOR BELOW GRADE INSTALLATION WITH FIELD ADJUSTABLE RISER SYSTEM, BUILT-IN FLOW CONTROL, VENT CONNECTION, AND INLET / OUTLET CONNECTIONS. SEPARATOR CAPACITY SHALL BE RATED FOR A MAXIMUM FLOW OF 314 GPM, 1500 GALLON LIQUID CAPACITY, 488 GALLON OIL CAPACITY AND 825 GALLON SEDIMENT CAPACITY. COVER SHALL PROVIDE WATER / GAS-TIGHT SEAL AND BE HIGHWAY RATED. PROVIDE THE FOLLOWING OPTIONS: FIELD ADJUSTABLE RISERS FOR EXTENDING COVER TO GRADE, HIGH WATER ANCHOR KIT, AND HIGHWAY RATED BOLTED COVER. INTERCEPTOR SHALL BE CONSTRUCTED AND INSTALLED PER THE 2018 UNIFORM PLUMBING CODE AND THE AUTHORITY HAVING JURISDICTION. HS-25 RATED COVERS CLEANOUT (TYP.) 4" SANITARY 4" SANITARY FROM BUILDING SEE FLOOR PLANS FOR CONTINUATION UNDERGROUND VENT PIPING SEE FLOOR PLANS ADJUSTABLE ADAPTERS STATIC WATER LEVEL EXTEND AS REQUIRED CONFIRM ALLOWABLE WITH MANUFACTURER SEE CIVIL FOR CONTINUATION COMPARTMENT BAFFLES DIPTUBE WITH 3" CLEANOUT PROVIDE VENT FLUSH WITH WALL (PROVIDE WITH INSECT SCREEN) 48" MIN 4" BUILDING VENT SEE FLOOR PLAN CONTINUATION COORDINATE VENT PIPING TO EXTERIOR WITH STRUCTURE UNDERGROUND VENT PIPING SEE FLOOR PLANS 4" BUILDING VENT SEE FLOOR PLAN CONTINUATION 4" VENT CONNECTED TO OIL/SAND INTERCEPTOR 1" COMPRESSED AIR LOOP 3/4" PRESSURE REGULATOR PRESSURE GAUGE SUPPORT PIPING FROM WALL 1/4" COMPRESSED AIR QUICK CONNECT OUTLET AT 6" ABOVE WORK BENCH WORK SURFACE.DIRT LEG WITH THREADED CAP WALL FLOOR WORK BENCH COORDINATE PIPE ROUTING WITH STORAGE SHELVES. BALL VALVE AT 6'-0" A.F.F. MAXIMUM. VERIFY HEIGHT WITH STORAGE RACKING TO AVOID CONFLICTS. FLOOR END OF HOSE TO BE A MAXIMUM OF 72" A.F.F. DRIP LEG SUPPORT PIPING FROM ROOF STRUCTURE PRESSURE REGULATOR PRESSURE GAUGE BALL VALVE AT 10'-0" A.F.F. MAXIMUM. 3/4" COMPRESSED AIR HOSE REEL MANUFACTURER: REEL CRAFT MODEL NO: D81000 OLP SERIES 3/8" HOSE I.D. 100 FT HOSE LENGTH 300 PSI MAX PRESSURE 3/8" HOSE INLET HOSE DROP FROM REEL NOT TO BE INCLUDED IN LENGTH OF HOSE ON REEL. FLEXIBLE CONNECTION UNION (TYP) ISOLATION VALVE (TYP) 1 MICRON FILTER PRESSURE REGULATOR PRESSURE GAUGE ROUTE TO FLOOR DRAIN 5 MICRON FILTER 1" COMPRESSED AIR AIR DRYER AIR COMPRESSOR BYPASS VALVE (NORMALLY CLOSED) FLOOR STORM PIPING, SEE PLAN FOR SIZESTORM OVERFLOW PIPING, SEE PLAN FOR SIZE COMBINE STORM PIPING AND STORM OVERFLOW PIPING WITH WYE PIPE FITTING SIZE COMBINED STORM PIPING PER SIZE INDICATED ON PLAN CONNECT STORM PIPING AND STORM OVERLFOW PIPING AFTER FINAL HORIZONTAL BRANCH AS HIGH AS POSSIBLE INSTALL AS HIGH AS POSSIBLE RR MV-1 HWCP-1 MV-1 CONTROLLER BALANCE VALVE STRAINER AQUASTAT CONTROL TO CYCLE PUMP 2" HPLS 2" HPLS PIPING, VALVES AND EQUIPMETN WITHIN DASHED AREA TO BE PRE-PIPED SKID FROM MIXING VALVE MANUFACTURER ISOLATION VALVE (TYP) TEMPERATURE / PRESSURE RELIEF VALVE (TYP) THERMOMETER (TYP)HWCP-2 DOMESTIC WATER EXPANSION TANK ET-3 2" HW NORMALLY CLOSED BYPASS 2" HW NORMALLY CLOSED BYPASS 2" HW 1-1/2" HW 2" HW 2" HW 2" CW 2" HW 2" CW1" HWC 1" HWC SEE HEATING HOT WATER RISER DIAGRAM, SHEET M500, FOR CONTINUATION. 1" DRAIN VALVE WITH HOSE END CONNECTION UNION (TYP) CHECK VALVE SEE DOMESTIC WATER PUMP SCHEDULE FOR HWCP-1 DETAILS. EWH-2 EWH-1 1-1/2" TANK CIRCULATION LOOP 3" 9" 9" 3" 1" MIN. CLEAR 1/4" BENT STEEL PLATE EXPANSION ANCHOR FLOOR 30 " M A X PAINT STEEL PLATE P-20 (TYP.) SINGLE PIPE SCENARIO ELEVATION 1/4" BENT STEEL PLATE CLEANOUT PIPE COLUMN OR WALL 1/2" DIA STUD TYPE EXPANSION ANCHOR 2 1/4" EMBEDMENT (3 EACH SIDE) -TYP. 4" CW MAIN WALL FLOOR 2-1/4" CW FLOOR 2-1/4" CW 2-1/4" CW 2-1/4" CW 2-1/2" CW TO 4" CW MAIN HOSE REEL HOSE REEL 2-1/2" 1/4 TURN ISOLATION VALVE HB-1 2-1/2" FIRE HOSE CONNECTION 45° DEGREE ELBOW 3/4" TAKE OFF TO HB-1 2-1/2" FIRE HOSE CONNECTION 45° DEGREE ELBOW 2-1/2" 1/4 TURN ISOLATION VALVE HB-1 3/4" 1/4 TURN ISOLATION VALVE 3/4" CW COORDINATE WIDTH OF HOSE REEL WITH SPACE BETWEEN FOLDING DOORS. HOSE REEL SHALL NOT INTERFER WITH OPERATION OF FOLDING DOORS. 3/4" CW (PROVIDE ISOLATION VALVE UPSTREAM IN HEATED SPACE) HYDRANT SUPPORT MOUNT THREADED HOSE OUTLET ROOF INSULATION MECHANICAL SEAL NOTE: INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SEAL ROOF PENETRATION WATER TIGHT. 3/4" DRAIN LINE TO NEAREST FLOOR SINK OR MOP SINK. SEE FLOOR PLANS FOR LOCATIONS. CONCEAL PIPING IN WALLS AS REQUIRED. EPDM BOOT TO PROTECT MECHANICAL SEAL ROOF DECKING CLAMP TO ROOF DECKING ROOF HYDRANT RH-1 SEE SPECIFICATIONS. REDUCER FROM DRAIN PORT INCREASER TO WATER CONNECTION 1/2" HW FAUCET 1/2" CW WASTE 2" DRAIN LEG VENT WALL 1-1/2" WASTE 3" WASTE 2" VENT 3" WASTE S L I C EN AW E D SPROFE ONSIA L E N GI NEER OI NATHAN W. SHEETS 25849 PE copyright note: c mo eyrrIssengIneerIngInc mechanical | electrical | lighting | technology | commissioning www.morrisseyengineering.com MEI PROJECT #: permission to reproduce all or part of this drawing is hereby granted solely for the limited purpose of construction of this project or archiving. unauthorized copying, disclosure or construction use without written permission of morrissey engineering, inc. is prohibited by copyright law. do not scale drawings. verify all dimensions and clearances from architectural, structural, shop and other appropriate drawings or at site. lay out and coordinate all work prior to installation to provide clearances required for operation, maintenance, and codes and verify non-interference with other work. do not fabricate prior to verification of clearance for all trades. 4940 North 118th Street Omaha, NE 68164 P: 402.491.4144 A 19181716151413121110987654 B C D E F G H J K L M N P Q PR I N T E D : R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet Number Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect 22452 2/ 5 / 2 0 2 4 1 0 : 3 3 : 5 6 A M P400 PLUMBING DETAILS 21841001 CONSTRUCTION SET 11/21/2023 WAUKEE PUBLIC SAFETY BUILDING ADDRESS TBD WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 11/21/2023 NTS1DOUBLE GRADE CLEANOUT DETAIL NTS2CLEANOUT DETAIL NTS4PIPE INSULATION AND HANGER DETAILS NTS5DISHWASHER PIPING DETAIL NTS6PIPING ROOF PENETRATION DETAIL NTS7TRENCH DRAIN DETAIL NTS10APPARATUS BAY SAND AND OIL INTERCEPTOR DETAIL NTS8VENT THROUGH ROOF DETAIL NTS12WATER SERVICE ENTRANCE DETAIL NTS11PARKING GARAGE SAND AND OIL INTERCEPTOR DETAIL NTS15COMPRESSED AIR DROP DETAIL NTS16COMPRESSED AIR HOSE REEL DETAIL NTS17COMPRESSED AIR SCHEMATIC NTS18COMBINED STORM PIPING DETAIL NTS13ELECTRIC WATER HEATER DETAIL NTS9PIPE GUARD DETAILS NTS3FIRE TRUCK FILL STATION DETAILS NTS20ROOF HYDRANT DETAIL NTS19ISLAND SINK VENT DETAIL Revision Description Date PR 01 PR 01 02/02/24 PR 01 PIPING INSULATION SCHEDULE (1) (2) (3) INSULATION TYPE INSULATION THICKNESS VAPOR RETARDERSERVICE REMARKSPIPING SIZES MINERAL FIBER 1/2"YES -ALLDOMESTIC COLD WATER (CW) MINERAL FIBER 1/2"NO -1/2" TO 2"DOMESTIC HOT WATER (WITHOUT RECIRC.) MINERAL FIBER 1"NO -1/2" TO 2"DOMESTIC HOT WATER (WITH RECIRC.) MINERAL FIBER 1-1/2"NO -2-1/2" AND LARGERDOMESTIC HOT WATER (WITH RECIRC.) FLEXIBLE ELASTOMERIC 3/4"YES -ALLDOMESTIC HOT / COLD (DIRECT BURIED) FLEXIBLE ELASTOMERIC 1/2"YES -ALLROOF DRAIN BODIES (RD & OFD) MINERAL FIBER 1/2"YES -ALLPLUMBING VENTS (24" BELOW ROOF) MINERAL FIBER 1"YES -ALLSTORM DRAIN (ST & OF) REMARKS: 1. SEE PIPING INSULATION AND HANGER DETAIL 4/P400. 2. INSULATION TYPE AND THICKNESS SHALL MEET ALL REQUIREMENTS OF 2018 IECC. 3. SEE SPECIFICATION SECTION 22 07 20 FOR ADDITIONAL INFORMATION. S L I C EN AW E D SPROFE ONSIA L E N GI NEER OI NATHAN W. SHEETS 25849 PE copyright note: c mo eyrrIssengIneerIngInc mechanical | electrical | lighting | technology | commissioning www.morrisseyengineering.com MEI PROJECT #: permission to reproduce all or part of this drawing is hereby granted solely for the limited purpose of construction of this project or archiving. unauthorized copying, disclosure or construction use without written permission of morrissey engineering, inc. is prohibited by copyright law. do not scale drawings. verify all dimensions and clearances from architectural, structural, shop and other appropriate drawings or at site. lay out and coordinate all work prior to installation to provide clearances required for operation, maintenance, and codes and verify non-interference with other work. do not fabricate prior to verification of clearance for all trades. 4940 North 118th Street Omaha, NE 68164 P: 402.491.4144 A 19181716151413121110987654 B C D E F G H J K L M N P Q PR I N T E D : R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet Number Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect 22452 2/ 5 / 2 0 2 4 1 0 : 3 3 : 5 6 A M P500 PLUMBING SCHEDULES 21841001 CONSTRUCTION SET 11/21/2023 WAUKEE PUBLIC SAFETY BUILDING ADDRESS TBD WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 11/21/2023 REMARKS: 1. LEAD FREE / ALL BRONZE CONSTRUCTION FOR POTABLE WATER APPLICATIONS. 2. SEE ELECTRIC WATER HEATER DETAIL FOR PIPING SPECIALTIES. 3. PUMP SHALL BE SCHEDULED THROUGH THE BUILDING AUTOMATION SYSTEM. WHEN ENABLED, THE PUMP SHALL CYCLE THROUGH THE USE OF AN AQUASTAT. 4. THREE PUMPS MOUNTED IN PARRALLEL. 5. PACKAGED PUMP SYSTEM WITH INTEGRAL DRIVE/CONTROLLER AND INDIVIDUAL PUMP DISCONNECTS. PUMPS MODULATE AND CYCLE TO MAINTAIN 65 PSI IN PRESSURE TANK ET-3. DOMESTIC WATER PUMP SCHEDULE GENERAL PUMP - FLOW PUMP - SIZE MOTOR ELECTRICAL REMARKSPLAN TAG MANUFACTURER MODEL SERVES TYPE FLUID GPM HEAD (FT) CONNECTIONS RPM HP RPM TYPE VOLTAGE / PHASETYPE TEMP TOTAL SHUTOFF SUCT. DISCH. HWCP-1 BELL & GOSSETT PL-36 HW CIRC IN-LINE (1) WATER 110 °F 8 20 FT 37.6 FT 1" 1" 3300 0.16 2800 O.D.P. 120 V / 1 (1) (2) (3) HWCP-2 BELL & GOSSETT PL-100 HW TANK CIRC IN-LINE (1) WATER 140 °F 20 10 FT 27.3 FT 1-1/4" 1-1/2" 3350 0.4 3300 O.D.P. 120 V / 1 (2) (3) DWBP-1 BELL & GOSSETT 33SV1 DOMESTIC WATER PACKAGED WATER 55 °F 100 81 FT 93 FT 3" 3" 3600 7.5 3600 TEPE 480 V / 3 (4) (5) REMARKS: 1. PRE-PIPED DIGITAL WATER TEMPERING. 2. LEAD FREE SUITABLE FOR POTABLE WATER USE. 3. PROVIDE BACnet PROTOCOL CONTROLLER TO INTERFACE WITH BUILDING AUTOMATION SYSTEM FOR MONITORING AND CONTROL OF ELECTRONIC MIXING VALVE. 4. MIXING VALVE TO HAVE 110°F TO 140°F TEMPERATURE RANGE, 120°F SET POINT (ADJUSTABLE). 5. VALVE SHALL PROVIDE AUTOMATIC SHUTOFF OF HOT WATER FLOW UPON COLD WATER SUPPLY FAILURE OR POWER FAILURE. 6. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. CONFIGURE CIRCULATING HOT WATER PIPING AND PUMP WITH MIXING VALVE PER MANUFACTURER'S RECOMMENDATIONS. MIXING VALVE SCHEDULE GENERAL CONNECTIONS MIN. FLOW RATE (GPM) GPM DROP @ TEMPERATURES (4) REMARKS MEI Voltage MEI Phase PLAN TAG MANUFACTURER MODEL SERVES CONFIG URATION CW IN HW OUT 10 PSI 20 PSI CW IN HW IN HW OUT MV-1 LEONARD PNV-125-LF DOMESTIC HOT WATER (1) 1" 1-1/4" 0.5 GPM 40 77 55 °F 140 °F 120 °F (2) (3) (5) (6) 120 V 1 REMARKS: 1. COORDINATE GAS SERVICE WITH UTILITY COMPANY (WAUKEE GAS DEPARTMENT) 2. GAS METER AND GAS SERVICE PIPING BY WAUKEE GAS DEPARTMENT. GAS PIPING DOWNSTREAM OF METER SHALL BE BY MECHANICAL CONTRACTOR. BUILDING SERVICE PRESSURE SHALL BE 2 PSI NATURAL GAS USAGE TABLE EQP. DESCRIPTION EQP. TAG LOCATION GAS LOAD (BTU/h) GAS CONNECTION GAS CONNECTION 000-E COVERED PATIO 120,000 GAS GRILL GAS GRILL 000-E COVERED PATIO 120,000 GAS RANGE GAS RANGE 214 KITCHEN 150,000 GAS FIRE MAKE UP AIR UNIT MAU-2 214 KITCHEN 175,000 RADIANT HEATER RH-1A 260 APPARATUS BAY 80,000 RADIANT HEATER RH-1B 260 APPARATUS BAY 80,000 RADIANT HEATER RH-2A 260 APPARATUS BAY 80,000 GAS RANGE GAS RANGE 326 BREAKROOM 105,000 GAS FIRE MAKE UP AIR UNIT MAU-1 326 BREAKROOM 55,000 RADIANT HEATER RH-2B 420 INDOOR GARAGE 80,000 RADIANT HEATER RH-3A 420 INDOOR GARAGE 125,000 RADIANT HEATER RH-3B 420 INDOOR GARAGE 125,000 RADIANT HEATER RH-4A 420 INDOOR GARAGE 125,000 RADIANT HEATER RH-4B 420 INDOOR GARAGE 125,000 RADIANT HEATER RH-5 421 VEHICLE EVIDENCE 50,000 Grand total: 15 1,595,000 REMARKS: 1. AIR COOLED RECIPROCATING AIR COMPRESSOR WITH AFTER COOLER FACTORY MOUNTED SET ON VIBRO TANK ISOLATOR PADS. 2. PROVIDE COMPRESSOR WITH FULL VOLTAGE STARTERS MOUNTED AND FACTORY PRE WIRED, LOW OIL MONITORS, PRESSURE GAUGES, AND PRESSURE RELIEF VALVE. 3. PROVIDE WITH PREFILTER AND SULLAIR ICP BEKO OIL / WATER SEPARATOR. 4. PROVIDE WITH 5-YEAR WARRANTY. 5. AIR COMPRESSOR 2 (ACOMP-2) WILL BE FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. AIR COMPRESSOR SCHEDULE GENERAL PHYSICAL DIMENSIONS TANK OUTPUT MOTOR PLAN TAG MFR. MODEL REMARKS DIMENSIONS (DIA. Ø x H)WEIGHT (lbs.) TYPE STORAGE CAPACITY DESIGN (SCFM)SCFM @ 100 PSIG SYSTEM OPER. PRESSURE (PSIG)HP VOLTAGE / PHASE REMARKSMAX MIN ACOMP-1 CHAMPION VR7D-12 (1) (2) (3) (4) 75"x31"Ø 650 VERTICAL 80 22 22 0 125 7.5 hp 480 V / 3 - ACOMP-2 (5) - - - - - - 0 0 0 - 10 hp 480 V / 3 (5) REMARKS: 1. ASME BLADDER EXPANSION TANK SUITABLE FOR POTABLE WATER SYSTEMS. 2. BUTYL, POLYPROPYLENE LINER. 3. OPEN SYSTEM, RELIEF VALVE NOT REQUIRED. 4. DIAPHRAGM EXPANSION TANK SUITABLE FOR POTABLE WATER SYSTEMS. PLUMBING EXPANSION TANK SCHEDULE GENERAL GENERAL PHYSICAL SIZE TANK CAPACITY (GALLONS) FILL PRESSURE SYSTEM TEMP (°F) INLET SIZE REMARKSPLAN TAG MANUFACTURER MODEL SERVES TYPE LINER WEIGHT (lbs.)TOTAL FLUID INITIAL FINAL COLD HOTDRY FULL ET-2 GRUNDFOSS GFXA-600 DOMESTIC WATER (4) (1) (2) 510 1,810 158 WATER 15 80 50 150 2" (3) ET-3 WESSELS TTA-80 DOMESTIC HOT WATER (4) (1) (2) 80 380 35 WATER 15 60 50 150 1" (3) REMARKS: 1. REFRIGERATED AIR DRYER. 2. 38 - 45°F 3. PROVIDE REFRIGERATED DRYER WITH MOUNTED PRE AND POST FILTERS. REFRIGERATED AIR DRYER SCHEDULE GENERAL PHYSICAL SIZE OUTLET MOTOR PLAN TAG MFR. MODEL TYPE REMARKS DIMENSIONS WEIGHT (lbs.) DESIGN (SCFM) DEWPOINT RANGE VOLTAGE / PHASE REMARKSD W H AD-1 ALTEC RAD-0025A (1) (3) 19" 17" 24" 95 22 (2) 120 V / 1 - REMARKS: 1. ELECTRIC WATER HEATER WITH STAINLESS STEEL STORAGE TANK. 2. PROVIDE WITH PRESSURE / TEMPERATURE RELIEF VALVE. 3. ELECTRICAL DISCONNECT BY ELECTRICAL CONTRACTOR. SEE ELECTRICAL DRAWINGS. COORDINATE ELECTRICAL REQUIREMENTS WITH SUPPLIED UNIT AND WITH ELECTRICAL CONTRACTOR. 4. NON-SIMULTANEOUS ELECTRIC HEATING ELEMENTS. 5. PROVIDE INEGRAL DOUBLE WALL HEAT EXCHANGER. SEE HEAT EXHANGER SCHEDULE THIS SHEET FOR HX-1 DETAILS. ELECTRIC WATER HEATER SCHEDULE GENERAL TANK DOMESTIC HOT WATER ELECTRICAL ELECTRIC HEAT REMARKSPLAN TAG MANUFACTURER MODEL SERVES STORAGE CAPACITY DIMENSIONS (DIA. Ø x H)RECOVERY DISCHARGE TEMP.TEMP. RISE VOLTAGE / PHASE FLA CAPACITY (kW)# OF ELEMENTS EWH-1 DURAWATT 650-L-300A-VE DOMESTIC HOT WATER 300 46"Ø x 75" 650 120 °F 80 °F 480 V / 3 152.0 A 126.0 kW 7 (1) (2) (3) (4) EWH-2 DURAWATT 1900-650-L-300A-VE-QWE DOMESTIC HOT WATER 300 46"Ø x 60" 650 120 °F 80 °F 480 V / 3 152.0 A 126.0 kW 7 (1) (2) (3) (4) (5) REMARKS: 1. HEAT EXCHANGER INTEGRAL WITH ELECTRIC WATER HEATER. SEE EWH-2 FOR WATER HEATER DETAILS 2. GEOTHERMAL WELL FIELD SIDE WORKING FLUID OF 70% WATER AND 30% PROPYLENE GLYCOL. 3. HEAT EXCHANGER TO BE DOUBLE WALL. HEAT EXCHANGER SCHEDULE GENERAL WELL FIELD SIDE (COLD)CAPACITY EXHANGED (BTU/h) REMARKSPLAN TAG MANUFACTURER MODEL SERVES CONFIG. FLOW FLUID MAX PRESSURE DROP HX-1 DURAWATT 1900-650-L300A-VE-QWD HEATING HOT WATER DOUBLE WALL 65 GPM WATER 0 FT 487,500 (1) (2) (3) Revision Description Date PR 01 PR 01 02/02/24 PR 01 T T T T T TT T T T T T T T T T T T T T T T T M M T T T T T T T T T T T T T T T T M MM M M FSD FSD FS D FS D FS D FS D T KHD-1 9'-0" AFF VRFW-0.5-341 9'-0" AFF VRFW-2.0-342 M112 M110 VRF-4 16x16 RLF UP TO HD-RLF-1 75 CFM OA VRFB-2.0-354 240 CFM OA VRFB-2.50-321 500 CFM OA VRFB-4.50-322 12/12 RA 65 CFM OA VRFB-2.0-301 130 CFM OA VRFB-3.0-115 1,250 CFM VF-1 16/16 OA 100 CFM OA VRFB-3.0-304 120 CFM OA VRFB-1.50-311 BS-4.1 40 CFM OA VRFB-0.60-372 70 CFM OA VRFB-1.25-374 40 CFM OA VRFB-1.0-383 BS-4.3 BS-4.2 20/14 COA 22/18 COA 20/16 RLF 50 CFM OA VRFB-1.50-385 40 CFM OA VRFB-1.0-384 8/10 SA 150 CFM OA VRFB-4.50-390 8/10 SA 16 / 1 8 S A 170 CFM OA VRFB-2.0-365 BS-5.2 100 CFM OA VRFB-2.0-328 BS-5.1 40 CFM OA VRFB-1.0-361 12/8 RLF 30 CFM OA VRFB-0.60-397 12/10 SA 20 / 1 4 R L F 22/18 COA 1 M300 8/10 SA 8/10 SA OFFICE 385 PRINT / COPY 302 COMMAND CONFERENCE 331 OFFICE - CHIEF 373 STORAGE 313 SECURE FILES 306 OFFICE - ASST. CHIEF 372 POLICE TRAINING 332 TRAINING STORAGE 333 WELLNESS 311 EVIDENCE PROCESSING 364 BAG & TAG 363 CHIEF CONFERENCE 371 OFFICE - ASST. CHIEF 374 DEPT. STORAGE 353 EQUIPMENT STORAGE 307 PATROL STORAGE 362 OPEN OFFICE 390 OFFICE 382 OFFICE 386 OFFICE 384 INVEST. CONFERENCE 391 OFFICE - SGT 394 OFFICE - FUTURE 396 OFFICE - FUTURE 395 SECURED STORAGE 393 COMPUTER FORENSICS 392 RESTROOM 399 OFFICE 381 OFFICE 383 HIGH VALUE EVIDENCE 367 BULK EVIDENCE 365 EVIDENCE TECH 397 EVIDENCE CUSTODIAN 398 CUSTODIAL 312 DRYING ROOM 366 WOMENS LOCKER 321 MENS LOCKER 322 UNISEX RR/SHOWER 324 UNISEX RR 323 UNISEX RR 325 OFFICE 305 OFFICE 304 RR / SHWR 321A RR / SHWR 321B RR / SHWR 322A RR / SHWR 322B RR / SHWR 322C ADMIN / RECEPTION 201 KITCHEN 214 STORAGE 212 OFFICE - INSPECTOR 204 ADMIN WORKROOM 202 BREAK ROOM 326 ROLL CALL 329SGT. BULLPEN 327 REPORTS 328 CORRIDOR 370 POLICE ENTRY 361 CORRIDOR 110 OFFICE 303 PUBLIC PLAZA 000-W CORRIDOR 310 CORRIDOR 300 CORRIDOR 320 CORRIDOR 360 CORRIDOR 340 CORRIDOR 330 CORRIDOR 375 CORRIDOR 380 CORRIDOR 350 MECH / ELEC. 341 FAMILY INTERVIEW / F.PRINT 114 INTERVIEW 115 INTERVIEW 116 RECORDS TECHS 301 FITNESS CENTER 121 TRAINING ROOM 102 MENS RESTROOM 111 WOMENS RESTROOM 113 LOBBY 101 SAUNA 126 FITNESS STORAGE 122 KITCHENETTE 104 FAMILY RESTROOM 112 UNISEX RR 125 TRAINING STORAGE 123 VENDING 103 VESTIBULE 100 MEZZANINE ACCESS 124 QUARTERMASTER 354 14 M300 125 CFM OA VRFB-2.50-327 35 CFM OA VRFB-1.0-360 10 " x 1 0 " E G -1 30 0 10 " x 1 0 " E G -1 30 0 6" x 6 " E G -2 10 0 8"Ø D-1 140 8"Ø D-1 230 (TYP 3)G-1 12/14 SA 10 / 1 0 R A 8/10 RA 8/ 8 R A 8"Ø D-1 200 (TYP 2) 12/10 RA 12/10 SA 8"Ø D-1 230 (TYP 3) 8" Ø D -1 20 0 8/10 RA 8/10 RA 14/12 SA 10/10 SA10/10 SA 12/12 RA G-1 G-1 G-1 6/10 SA 10/12 SA 8/10 SA 11'-6" AFF 6"x6" R-1 50 6"Ø D-1 100 6"Ø D-1 100 8"Ø D-1 220 6"Ø D-1 60 6"Ø D-1 80 16x16 OA UP TO HD-OA-1 14"x10" G-4 16"x10" G-4 10"Ø D-1 310 (TYP 2) 12/12 SA 100 CFM OA VRFB-2.50-331 G-1 10"Ø D-1 360 14/8 RA 90 CFM OA VRFB-2.50-371 10/8 RA 30 CFM OA VRFB-1.0-373 10"Ø D-1 350 10"Ø D-1 320 10/10 SA 8/8 RA 8/ 1 2 S A 8"Ø D-1 160 8"Ø D-1 160 G-1 8/8 RA 8/10 SA 8/10 COA 8/10 COA 8"Ø COA 8"Ø COA 145 CFM OA VRFB-2.50-332 8"Ø D-1 160 8"Ø D-1 160 G-1 G-1 8"Ø D-1 190 8"Ø D-1 180 12X10 SA & RA STACKED 125 CFM OA VRFB-2.0-391 1-SLOT 12'-0" LSR-2 M101 40 CFM OA VRFB-1.0-392 G-1 8"Ø D-1 165 (TYP 2) 8"Ø D-1 165 8"Ø D-1 165 G-1 50 CFM OA VRFB-1.0-394 G-1 G-1 G-1 8"Ø D-1 165 8"Ø D-1 165 40 CFM OA VRFB-1.0-396 6/10 COA 12/14 SA 16/14 SA8/14 SA 12"Ø D-1 450 (TYP 4) G-2G-2 10"Ø D-1 310 8" Ø D -1 26 0 30 CFM OA VRFB-0.60-398 10"Ø KD-1 325 (TYP 4) 1-SLOT 14'-0" LSR-2 (TYP 4) 12/12 COA 10/14 SA 10/14 SA 10"Ø D-1 380 (TYP 2) 12/12 SA G-2 G-2 10"Ø D-1 380 (TYP 2)12/12 SA G-2 8/10 SA 14/10 SA 8"Ø D-1 200 (TYP 4) 16/10 RA 150 CFM OA VRFB-2.50-329 12/12 SA 10"Ø D-1 300 (TYP 2) G-1 8/10 SA G-1 G-1 8/10 RA 8"Ø D-1 160 8"Ø D-1 16030 CFM OA VRFB-1.0-366 8"Ø D-1 240 (TYP 2) 16/14 SA 180 CFM OA VRFB-4.0-364 G-1 G-1 8"Ø D-1 190 8"Ø D-1 190 14x16 COA UP 14"Ø SA IDF 342 G-1 6"Ø D-2 50 8/10 SA 8"Ø COA 6"Ø COA 8/8 RA 8/ 8 R A 8/ 8 R A 8"Ø COA6"Ø COA 6"Ø COA 6"Ø COA 6"Ø COA 6" Ø C O A 6" Ø C O A 6"Ø COA 6"Ø COA 8"Ø COA 6"Ø COA 6"Ø COA 38/10 RA 26/10 RA 14/10 RA 8/10 RA 26/10 RA 8/10 RA 26/10 RA 8/10 RA 8/6 RA 8/6 RA 53 / 1 0 R A 6"Ø COA 6" Ø C O A 8" Ø C O A 6" Ø C O A 20/10 RA 6/10 RA 8/8 RA 20/10 RA 6/ 1 0 C O A 8"Ø COA 8"Ø COA 14 / 1 0 R A 53/10 RA 38/10 RA 12/12 COA 16/10 RA 53/10 RA 38x10 RA 26/10 RA 6/10 RA20/10 RA 6/10 RA 38x10 RA 10x26 RA 6/ 6 R A G-1 6/ 6 R A 8/6 RA 8/6 RA 8/6 RA 53 / 1 0 R A 26x10 RA 53/10 RA 14/10 RA 14/10 RA 53/10 RA 53 / 1 0 R A 38x10 RA 10/8 RA 10/8 RA 10/8 RA 53x10 RA 8"Ø COA 10/10 COA 53/10 RA 38/10 RA 53x10 RA 8/10 RA 8/6 RA 8/6 RA 26/10 RA 3-SLOT 6'-0" 12"Ø LD-1 460 3-SLOT 6'-0" 12"Ø LD-1 450 2-SL O T 6 ' -0" 8" Ø L D -1 21 0 2-SL O T 6 ' -0" 8" Ø L D -1 23 0 6"x6" EG-2 100 (TYP 5) 1-SLOT 4'-6" 10"Ø LSR-1 400 (TYP 3) 1-SLOT 4'-6" 10"Ø LSR-1 400 (TYP 2) 22 " x 2 2 " G -3 1, 6 0 0 16/14 RA 14x16 RA UP 1-SLOT 7'-9" LSR-2 800 1-SLOT 6'-0" LSR-2 500 10"Ø KD-1 190 (TYP 2) 1-SLOT 4'-6" 10"Ø LSR-1 340 (TYP 4) 12/12 MUA 10/8 SA 10"Ø KD-1 325 (TYP 2) 12x12 MUA UP 10"Ø EA UP 10/8 RLF (TYP)M116 (TYP)M116 18/20 RA 18/20 RA 160 CFM OA VRFA-4.0-326A 160 CFM OA VRFA-4.0-326B 6"x6" EG-2 100 6"x6" EG-2 100 6"x6" EG-2 75 (TYP)M116 M103 M103 M103 16 " x 6 " E G -3 28 0 12 " x 6 " E G -3 21 5 12 " x 6 " E G -3 21 5 22"x22" G-3 1,36016 / 1 4 R A 14/8 RLF 16/16 RLF 11'-0" AFF 72"x16" LBGR-1 2,700 11'-0" AFF 72"x16" LBGR-1 2,700 12"x12" EG-1 440 M117 10/14 SA 8/8 RA 14/8 OA 14"x10" R-2 430 (TYP 4) 18"Ø SA 12"Ø SA 14"Ø SA 10"x6" R-2 200 (TYP 4) 16/16 OA 12/12 OA N.C. N.O. N.C. N.O.N.O. 8"Ø D-1 280 8"Ø COA 10/8 RA 8"Ø D-1 190 (TYP 4) 8"Ø D-1 170 (TYP 4) 8"Ø D-1 150 G-1 10x6 XFR 6"Ø D-2 65 6"Ø D-2 130 6"x6" EG-2 75 8"Ø D-1 180 6"Ø D-1 130 6"Ø D-2 70 53/10 RA 10/6 RA8/ 1 0 S A 8/8 RLF10/8 RLF G-1 G-1 12/12 SA 6x6 XFR 38/10 RA 14/12 COA 48/10 SA 48/10 SA 14/10 RA 12"Ø COA10"Ø COA 6"Ø COA 8/14 COA 16 / 1 6 R L F 10"x10" EG-1 300 38/10 RA G-1 G-1G-1 6x6 XFR 6x6 XFR 10x10 XFR 8"Ø COA G-1 8/10 SA 26/10 RA 2-SLOT 6'-0" 10"Ø LD-1 340 26 / 1 0 R A 6"x6" EG-2 75 54"x12" LBGF-1 150 (TYP 2) 7 M300 12 M701 M111B 1 BS-5.3 AREA A AREA B AREA A AREA B AR E A B AR E A C SEE 1 / M111A SEE 1 / M111A SE E 1 / M 1 1 1 C 13 M300 2 2 3 3 4 4 4.1 4.1 5 5 5.1 5.1 5.2 5.2 6 6 7 7 7.1 7.1 7.2 7.2 7.3 7.3 8 8 9 9 10 10 11 11 12 12 E E E.1 E.1 E.2 E.2 F F F.1 F.1 G G H H J J K K K.1 K.1 L L L.1 L.1 L.2 L.2 M M M.1 M.1 P P 13 13 14 14 15 15 15.1 15.1 Q Q R R S S T T V V U U W W X X Y Y Z Z 1 1 10"Ø SA BELOW GRADE 8"Ø SA 8"Ø SA 10"Ø SA BELOW GRADE M123 1-SLOT 10'-0" LSR-3 3 M300 2 M300 18 / 1 6 R A 6x6 XFR 10x6 XFR 6x6 XFR 6x6 XFR 6x6 XFR AR E A B AR E A C SE E 1 / M 1 1 1 C 10x6 XFR 8"Ø D-1 200 14 / 1 0 R A 2-SLOT 6'-0" 10"Ø LD-1 340 8"Ø D-1 200 8/6 RA 10"Ø SA 2-SLOT 4'-0" LSR-2 200 2-SLOT 4'-0" 8"Ø LD-1 140 10x6 XFR 6"Ø COA 6" Ø C O A 6"Ø COA 12/12 SA 18/14 SA 1-SLOT 4'-0" 8"Ø LD-1 200 M104 M104 M104 M104 M104 M106 M104 M104 M104 M105 (TYP)M105 (TYP)M105 M105 M107 M107 M107 M107 M107 16/10 RLF M107 M107 M111 M113 M115 16 / 1 6 R L F EH-4 EH-3C EH-2G EH-2H EH-2F EH-2E EH-2D EH-2C EH-2B EH-2A EH-3A EH-4 M105 M105 7 M702 6 M702 M128 470 CFM RELIEF 12 " x 1 2 " E G -1 XF R 12"x12" EG-1 XFR 6"x6" EG-2 75 18/16 RLF 1-SL O T 1 0 ' -0" L S R -2 (T Y P 2 ) 12 / 1 2 S A 6"Ø D-2 80 8"x8" EG-2 150 M120 M120 M120 M120 8 M300 20 / 1 6 R L F 8/6 RLF 8/6 RLF 8/6 RLF 24/24 RLF 8/6 18/16 RLF 18 / 1 6 R L F 12 / 1 0 R L F 12 / 1 0 R L F 9 M300 10 M300 M135 10/8 RLF 8/8 RLF M133 M134 M133 M130 12 M300 M104 M104 (TYP)M108 (TYP)M108 (TYP)M108 (TYP)M108 (TYP)M108 (TYP) 2 M700 (TYP) 1 M700 7 M700 10 M701 8 M700 3 M700 M101 G-1 G-1 10x6 XFR 8"Ø D-1 250 8"Ø D-1 250 6"Ø D-2 50 12x14 SA UP 26/8 RA 6"Ø D-2 50 8"Ø D-2 1508/10 8/8 (TYP)M101 10"Ø D-1 300 16/12 RLF 8/8 RA 8"x6" R-3 170 16 / 1 4 R L F 16 / 1 4 8"Ø D-1 170 8"Ø D-1 230 M137 M137 M137 M137 M137 M137 140 CFM 160 CFM 18 / 1 4 10x10 SA UP 9 M701 12/12 18x16 RA UP 18x18 RA UP 8x26 RA UP 26 / 8 R A 26"x18" 1,260 OPEN DUCT 8/ 8 (TYP)M107 (TYP)M107 8"Ø D-1 150 14"x18" 930 OPEN DUCT 14 / 1 2 R A 10"Ø D-1 300 6"Ø COA 8"Ø COA 10"Ø D-1 300 8"Ø COA 16/18 SA 10/12 SA 8"Ø D-1 230 8"Ø D-1 230 13'-0" AFF 14"x6" G-5 12/10 RLF 16 / 1 2 R L F 12 ' -9" A F F 8" x 6 " 15 0 OP E N D U C T 12 ' -9" A F F 8" x 6 " 15 0 OP E N D U C T 12 ' -9" A F F 8" x 6 " 12 0 OP E N D U C T 6"x6" 75 OPEN DUCT 10/10 16 / 1 6 R L F 10/8 RLF 20 / 1 4 R L F 20/16 RLF 02 ADD PR 01 240 CFM OA VRFA-4.0-102A VRF-2VRF-3 70 CFM OA VRFA-2.50-104 14/12 SA 70 CFM OA VRFA-4.0-101A 70 CFM OA VRFA-4.0-101B 70 CFM OA VRFA-4.0-101C 1 M300 14 M300 FITNESS CENTER 121 LOBBY 101 TRAINING ROOM 102 MECHANICAL 218 0 CFM OA VRFA-1.5-MS 48"x3" BOOT 320 240 CFM OA VRFA-4.0-102B 215 CFM OA VRFA-4.0-121C 215 CFM OA VRFA-4.0-121B 215 CFM OA VRFA-4.0-121A 2-SLOT 6'-0" LD-4 370 1-SLOT 588"x3" LD-2 1,600 48"x3" BOOT 320 48"x3" BOOT 320 48"x3" BOOT 320 48"x3" BOOT 320 48"x3" BOOT 320 48"x3" BOOT 320 48"x3" BOOT 320 48"x3" BOOT 320 48"x3" BOOT 320 2-SLOT 6'-2" LD-4 370 2-SLOT 4'-8" LD-4 290 2-SLOT 4'-8" LD-4 290 2-SLOT 4'-8" LD-4 290 2-SLOT 4'-8" LD-4 290 2-SLOT 6'-0" LD-4 370 2-SLOT 6'-0" LD-4 370 2-SLOT 4'-8" LD-4 295 2-SLOT 4'-8" LD-4 295 2-SLOT 4'-8" LD-4 295 2-SLOT 4'-8" LD-4 295 2-SLOT 6'-0" LD-4 370 2-SLOT 6'-0" LD-4 370 2-SLOT 6'-0" BOOT 450 2-SLOT 6'-0" BOOT 450 2-SLOT 4'-6" BOOT 335 2-SLOT 4'-6" BOOT 335 2-SLOT 3'-6" BOOT 335 2-SLOT 3'-6" BOOT 335 2-SLOT 6'-0" BOOT 450 2-SLOT 6'-0" BOOT 450 2-SLOT 80'-0" 960"x4" LD-3 TRANSITION AROUND STORM PIPING DROP 12/8 SA 12/8 SA 16/8 SA 16/8 SA 12/8 SA 12/8 SA 16/8 SA 16/8 SA 12/8 SA 12/8 SA 12/8 SA 12/8 SA 14/10 SA 14/10 SA 12/8 SA 12/8 SA HVLS-1C HVLS-1B HVLS-1A BS-3.2 BS-3.1 BS-2.2 13 M300 2 2 3 3 4 4 4.1 4.1 5 5 5.1 5.1 5.2 5.2 6 6 7 7 7.1 7.1 7.2 7.2 7.3 7.3 8 8 9 9 10 10 E E E.1 E.1 E.2 E.2 F F F.1 F.1 G G H H J J K K K.1 K.1 L L L.1 L.1 L.2 L.2 M M M.1 M.1 1 1 2 M300 2-SLOT 3'-6" BOOT 335 2-SLOT 3'-6" BOOT 335 2-SLOT 3'-6" BOOT 335 2-SLOT 3'-6" BOOT 335 14/10 SA 14/10 SA 2-SLOT 4'-6" BOOT 335 2-SLOT 4'-6" BOOT 335 14/10 SA M127 M126 M126 M126 M126 M101 9 M300 (TYP)M107 (TYP)M107 (TYP)M107 (TYP)M107 (TYP)M107 10 M300 1-SLOT 588"x3" LD-2 12 M700 6 M700 1 M700 400 cfm (TYP) 10 M701 10x10 SA DN SEE SHEET M4.00 FOR MEZZANINE ISOMETRICS 16 / 1 4 C O A 0 CFM OA VRFA-0.75-100 12/6 12/6 12/6 12/6 12/6 12/6 12/6 12/6 2-SLOT 3'-6" BOOT 335 2-SLOT 3'-6" BOOT 335 14/10 SA 12/6 12/6 12/6 12/6 12/6 12/6 12/6 12/6 M121 14/16 SA 14/14 SA 14 / 1 2 S A 22/18 SA 14/12 SA 18/18 SA 12/10 SA 10/8 SA 16 / 1 4 C O A 14x16 COA DN 8x26 RA DN 12"x6" R-3 300 (TYP 2) 8/ 1 4 14 / 1 2 M118 8"Ø8"Ø 12/12 M119 8"Ø 16x16 RA 16x14 RA DN 6" Ø 12x14 SA DN 14/12 S L I C EN AW E D SPROFE ONSIA L E N GI NEER OI NATHAN W. SHEETS 25849 PE copyright note: c mo eyrrIssengIneerIngInc mechanical | electrical | lighting | technology | commissioning www.morrisseyengineering.com MEI PROJECT #: permission to reproduce all or part of this drawing is hereby granted solely for the limited purpose of construction of this project or archiving. unauthorized copying, disclosure or construction use without written permission of morrissey engineering, inc. is prohibited by copyright law. do not scale drawings. verify all dimensions and clearances from architectural, structural, shop and other appropriate drawings or at site. lay out and coordinate all work prior to installation to provide clearances required for operation, maintenance, and codes and verify non-interference with other work. do not fabricate prior to verification of clearance for all trades. 4940 North 118th Street Omaha, NE 68164 P: 402.491.4144 A 19181716151413121110987654 B C D E F G H J K L M N P Q PR I N T E D : R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet Number Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect B 22452 2/ 5 / 2 0 2 4 1 0 : 3 3 : 3 2 A M M111B FLOOR PLAN LEVEL 1 - HVAC - AREA B 21841001 CONSTRUCTION SET 11/21/2023 WAUKEE PUBLIC SAFETY BUILDING ADDRESS TBD WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 11/21/2023 KEYNOTES M101 DO NOT ROUTE DUCTWORK OR PIPING OVER ELECTRICAL PANELS. MAINTAIN ALL CODE REQUIRED CLEARANCES. M103 UNDERCUT DOOR 1/2" TO FACILITATE AIR TRANSFER. M104 OFFSET DUCT UP AS REQUIRED USING MAXIMUM 45° TRANSITIONS. M105 ELECTRIC HEAT BY ELECTRICAL CONTRACTOR. SEE PLANS. M106 OFFSET DUCT DOWN AS REQUIRED USING MAXIMUM 45° TRANSITIONS. M107 PROVIDE CABLE ACTUATED BALANCE DAMPER (YOUNG REGULATOR 800 AW / AWR / AWX OR EQUAL) ACCESSIBLE THROUGH FACE OF AIR TERMINAL OR OPEN END OF DUCT LOCATED ABOVE ACCESSIBLE AREA. CABLE TO ALLOW AIRFLOW BALANCING WITH DAMPERS LOCATED IN INACCESSIBLE CEILINGS. CONTRACTOR TO VERIFY CABLE LENGTH. M108 RETURN AIR PATH IS FACILITATED THROUGH 1" GAP BETWEEN CEILING AND EXTERIOR WALL. TYPICAL ALL EXTERIROR ROOMS WITH ACT CEILINGS. M110 PROVIDE MANUAL ANSUL PULL DOWN STATION FOR KITCHEN EXHAUST HOOD. M111 ALL NECESSARY CONTROLS (REMOTE LCD OPERATOR INTERFACE, SENSORS, WIRING, ETC.) SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR WITH THE KITCHEN EQUIPMENT PACKAGE. LOCATE LCD INTERFACE IN AN ACCESSIBLE LOCATION APPROVED BY THE DISTRICT REPRESENTATIVE. M112 PROPOSED LOCATION OF LCD INTERFACE FOR KITCHEN HOOD CONTROLS. M113 PROVIDE (1) 28" x 12" CONNECTION TO MAKE-UP AIR PLENUM. BALANCE MAKEUP AIR CONNECTION TO 684 CFM. PROVIDE (1) 16" x 8" CONNECTION TO CONDITIONED AIR PLENUM. BALANCE CONDITIONED AIR CONNECTION TO 270 CFM. M115 ROUTE THROUGH JOIST WEBBING WHEN REQUIRED. NOT ALL APPLICABLE LOCATIONS INDICATED WITH KEYNOTE. M116 ARRANGE MODULAR CORES IN KD-1 TO NOT DIRECT AIR THROW TOWARDS KITCHEN EXHAUST HOOD. M117 PROVIDE SEPTUM WITHIN LINED RETURN GRILLE PLENUM DIVIDING INTO 54" & 18" PORTIONS(CLEAR INSIDE DIMENSIONS) LINER IS NOT REQUIRED ALONG SEPTUM. 18" PORTION SHALL SERVE AS RELIEF, BALANCE TO 640 CFM. 54" PORTION SHALL SERVE AS RETURN, BALANCE TO 2,060 CFM. M118 TAP OUTSIDE AIR INTO RETURN DUCT SERVING MULTIPLE UNITS. BALANCE TO 630 CFM. M119 TAP OUTSIDE AIR INTO RETURN DUCT SERVING MULTIPLE UNITS. BALANCE TO 210 CFM. M120 COORDINATE PENETRATION OF STORM SHELTER HOLLOW CORE SLAB LID WITH GENERAL CONTRACTOR. PROVIDE HEAVY WIRE MESH WITH 0.25" MIN. WIRES SPACED AT 2" ON CENTER EACH WAY. MOUNT MESH TO TOP SIDE OF LID. UPSIZE DUCT THROUGH PENETRATION AS INDICATED TO ACCOUNT FOR PRESSURE DROP THROUGH HEAVY WIRE MESH. M121 MAINTAIN ACCESS TO ROOF HATCH. M123 RETURN FROM VESTIBULE TO LOBBY SHALL BE THROUGH ARCHITECTURAL SLOT WITHIN VESTIBULE HEADER. M126 GROUP SLOT DIFFUSERS TOGETHER AS SHOWN ON PLAN. PROVIDE CONTINUOUS SLOT FRAMING THROUGHOUT ENTIRE LENGTH OF DIFFUSER GROUPING. M127 GROUP SLOT DIFFUSERS TOGETHER AS SHOWN ON PLAN FOR ENTIRE LENGTH OF FITNESS CENTER. PROVIDE BOOTS OF LENGTHS INDICATED, & PROVIDE BLANK OFFS FOR BREAKS BETWEEN BOOTS. PROVIDE CONTINUOUS SLOT FRAMING THROUGHOUT ENTIRE LENGTH OF DIFFUSER GROUPING. M128 PROVIDE WITH MANUFACTURER'S CONTROL PANEL FOR HVLS FANS. COORDINATE LOCATION WITH THERMOSTATE, MOUNT AT SAME ELEVATION. PANEL SHALL CONTROL ALL THREE FANS AND BE TIED INTO BAS. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. M130 RELIEF AIR DUCT OPEN TO PLENUM SPACE. SET VOLUME DAMPER TO 225 CFM. M133 RELIEF AIR DUCT OPEN TO PLENUM SPACE. SET VOLUME DAMPER TO 100 CFM. M134 RELIEF AIR DUCT OPEN TO PLENUM SPACE. SET VOLUME DAMPER TO 280 CFM. M135 RELIEF AIR DUCT OPEN TO PLENUM SPACE. SET VOLUME DAMPER TO 130 CFM. M137 LOCATE LINEAR DIFFUSER IN SLANTED CEILING. N 1/8" = 1'-0"2 FLOOR PLAN LEVEL 1 - HVAC - AREA B N 1/8" = 1'-0"1 MEZZANINE FLOOR PLAN - HVAC - AREA B - SOUTH Revision Description Date ADD 02 Addendum 10/31/23 PR 01 PR 01 02/02/24 DESCRIPTION: TAG # PROJECT: DATE:REV # MODEL #: PROJECT # ENGINEER :Air Handling Equipment Innovent Y X PLAN VIEW DESCRIPTION: TAG # PROJECT: DATE:REV # MODEL #: PROJECT # ENGINEER :Air Handling Equipment Innovent Y X PLAN VIEW UNIT DRAWING 8/22/2023 3 Waukee Indoor WSHP ERV DOAU-2 ERU-SS-WH-4900-EH-HP-HG-460 2300166 C. LANG UNIT DRAWING 8/22/2023 3 Waukee Indoor WSHP ERV DOAU-1 ERU-SS-WH-3300-EH-HP-HG-460 2300166 C. LANG COMPONENTS: 1) EXHAUST AIR OUTLET W/ INSULATED DAMPER (34.00" X 20.00") 2) VARIABLE FREQUENCY DRIVES 2 3) EXHAUST FAN 4) HEAT WHEEL 5) ELECTRICAL ENCLOSURE 6) 2" MERV 8 FILTERS 7) RETURN AIR INLET (24.00" X 24.00") 8) HEAT PUMP REFRIGERATION 9) OUTSIDE AIR INLET W/ INSULATED DAMPER (34.00" X 20.00") 10) 2" MERV 8 FILTERS 11) ELECTRIC HEATER 12) DX COIL (1.25" MPT DRAIN) 13) HOT GAS REHEAT 14) VARIABLE FREQUENCY DRIVES 15) SUPPLY FAN 16) SUPPLY AIR OUTLET (34.00" X 20.00") WEIGHT:7700 LBS. CENTER OF GRAVITY: CGx: 122" CGy: 43" CORNER WEIGHTS: A: 1877 LBS. B: 1923 LBS. C: 1974 LBS. D: 1926 LBS. RECOMMENDED CLEARANCES • MINIMUM 40" IN FRONT OF ALL SERVICE ACCESS LOCATIONS. • MINIMUM 36", OR AS LOCAL CODES DICTATE, IN FRONT OF ALL ELECTRICAL PANELS. EXTERNALLY MOUNTED PANEL DEPTH CAN VARY FROM 8" - 16". 52" OF CLEAR SPACE IS RECOMMENDED AT EVERY ELECTRICAL PANEL LOCATION SHOWN. • COMPONENT REMOVAL MAY REQUIRE MORE SPACE THAN LISTED RECOMMENDED CLEARANCES. FRONT VIEW 1 2 3 4 5 6 7 8 9 10 11 12 13 1415 16 PLAN VIEW (A) (B) (C) (D) RIGHT END VIEW BACK VIEW COMPONENTS: 1) EXHAUST AIR OUTLET W/ INSULATED DAMPER (34.00" X 20.00") 2) VARIABLE FREQUENCY DRIVES 2 3) EXHAUST FAN 4) HEAT WHEEL 5) ELECTRICAL ENCLOSURE 6) 2" MERV 8 FILTERS 7) RETURN AIR INLET (24.00" X 24.00") 8) HEAT PUMP REFRIGERATION 9) OUTSIDE AIR INLET W/ INSULATED DAMPER (34.00" X 20.00") 10) 2" MERV 8 FILTERS 11) ELECTRIC HEATER 12) DX COIL (1.25" MPT DRAIN) 13) HOT GAS REHEAT 14) SUPPLY FAN 15) VARIABLE FREQUENCY DRIVES 16) SUPPLY AIR OUTLET (34.00" X 20.00") WEIGHT:7500 LBS. CENTER OF GRAVITY: CGx: 121" CGy: 42" CORNER WEIGHTS: A: 1835 LBS. B: 1876 LBS. C: 1916 LBS. D: 1873 LBS. RECOMMENDED CLEARANCES FRONT VIEW 1 2 3 4 5 6 7 8 9 10 11 12 13 1415 16 PLAN VIEW (A) (B) (C) (D) RIGHT END VIEW BACK VIEW • MINIMUM 40" IN FRONT OF ALL SERVICE ACCESS LOCATIONS. • MINIMUM 36", OR AS LOCAL CODES DICTATE, IN FRONT OF ALL ELECTRICAL PANELS. EXTERNALLY MOUNTED PANEL DEPTH CAN VARY FROM 8" - 16". 52" OF CLEAR SPACE IS RECOMMENDED AT EVERY ELECTRICAL PANEL LOCATION SHOWN. • COMPONENT REMOVAL MAY REQUIRE MORE SPACE THAN LISTED RECOMMENDED CLEARANCES. 240 75 84240 75 84 DUCT 2" MIN. VAPOR BARRIER SUPPORT BLOCK 2" MIN. BELOW GRADE DUCTWORK BASIS OF DESIGN SHALL BE BLUEDUCT OR APPROVED EQUAL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE SLEEVE AND INSTALLATION REQUIREMENTS WITH STRUCTURAL. CONSOLIDATED FILL AROUND DUCT (MAXIMUM SIZE OF GRAVEL 3/4" OR LESS) AIR TIGHT HDPE BELOW GRADE DUCTWORK WITH SELF-INSULATED R-10 EQUIVALENT. SEE PLANS FOR SIZES (ROUND, RECTANGULAR AND LINEAR BAR GRILLE PLENUM). CONCRETE FLOOR BY GENERAL CONTRACTOR OPEN RETURN AIR NOTE: SEE BLOWER COIL UNIT SCHEDULE FOR ALL REQUIRED OPTIONS. TRANSITION AS REQUIRED SEE OUTSIDE AIR ROOF HOOD DETAIL 12/12 O.A. DUCT FLEXIBLE CONNECTION BCU-X HD-OA-X ROOF SUPPORT FROM EXISTING STRUCTURE VIBRATION ISOLATION HANGERS FLEXIBLE CONNECTION STRUCTURAL SUPPORTS MIX I N G / F I L T E R B O X AD FA N EL E C T R I C HE A T I N G C O I L LOCATE UNIT AS HIGH AS POSSIBLE. COORDINATE EXACT LOCATION WITH EXISTING CONDITIONS. SEE SHEET M111A FOR SIZE AND CONTINUATION OF SUPPLY AIR MAIN. SEE SHEET M111A FOR SIZE AND CONTINUATION OF RETURN AIR MAIN. 2 M702 M MOTORIZED O.A. DAMPER ROOF CONSTRUCTIONSECURE DUCT TO ROOF CONSTRUCTION HOOD HD-X ROOF FLASHING PREFABRICATED ROOF CURB SECURE HOOD TO ROOF CURB COORDINATE ROOF CURB WITH ROOF CONSTRUCTION MINIMUM 20" ABOVE ROOF 24 VOLTAGE MOTORIZED CONTROL DAMPER INTERLOCKED INTO SUPPLY FAN OR BLOWER COIL OPERATION M SEE PLANS FOR DUCT SIZE SECURE DUCTWORK TO DAMPER OA EA DUCT INSULATION BIRD SCREEN ROOF CONSTRUCTIONSECURE DUCT TO ROOF CONSTRUCTION SUPPLY FAN 1,2 EXHAUST FAN 1,2 ROOF FLASHING PREFABRICATED ROOF CURB -SLOPE CURB AS NECESSARY TO MATCH ROOF. SEE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION. SECURE HOOD TO ROOF CURB COORDINATE ROOF-CURB WITH ROOF CONSTRUCTION DUCTWORK -SEE PLANS FOR SIZE AND CONTINUATION OF ROUTING. TRANSITION TO ROOF OPENING. 1/2"1/2" INTERRUPT EXTERNAL INSULATION BELOW ROOF CONSTRUCTION FILL VOID WITH LOOSE MINERAL WOOL. PROVIDE ACOUSTICAL SEALANT. NOTE: CENTER DUCT IN CONCRETE OPENING. OPENING SHALL BE SIZED 1" LARGER THAN DUCT. COORDINATE WITH STRUCTURAL. MINIMUM 24" ABOVE ROOF OA EA FACTORY MOUNTED WEATHERPROOF DISCONNECT SWITCH M 24 VOLTAGE MOTORIZED CONTROL DAMPER INTERLOCKED INTO SUPPLY FAN OR BLOWER COIL OPERATION PR 01 PR 01 PR 01 PR 01 ROOF FLASHING ROOF CONSTRUCTION (VERIFY) SE E P L A N S FLASH AND SEAL UP COLLAR TO DUCT STORM COLLAR DRYER INTAKE AND EXHAUST DUCTWORK FLASHING COLLAR (SIZED FOR DUCT) "X" SUPPORT DUCT ON ROOF WITH PREMANUFACTURED ROOF CURBS (DURABLOK OR APPROVED EQUAL). PROVIDE UNISTRUT TO SUPPORT WEIGHT OF DUCTWORK ELBOWS TO ROOF. PROVIDE ON EITHER SIDE OF DUCT WITH PENETRATING DUCTWORK AND CREATING OBSTRUCTION IN DUCT. PROVIDE DUCT RADIUS RECOMMENDED BY DRYER MANUFACTURER "X " DUCT SUPPORT BRACKET ATTACHED TO BOTTOM OF ROOF DECKING REFER TO DRYER MANUFACTURER INSTALLATION INSTRUCTIONS FOR ADDITIONAL DETAILS/REQUIREMENTS FOR EXHAUST /MAKEUP DUCT ROUTING AND TERMINATION ATTACH FRAME TO CONCRETE SECURE GRILLE TO FRAME REMOVEABLE 54"x12" GRILLE CORE 1" SQUARE NOSED GRILLE FRAME TOP OF GRILLE TO BE LEVEL AND FLUSH WITH FINISH FLOOR OF VESTIBULE FINISH FLOOR TOPPING SLAB STRUCTURAL SLAB 48 x 2 B L U E D U C T ATTACH BELOW GRADE BLUE DUCT TO CONCRETE AT BASE OF TRENCH BUTT UP CARPET TO EDGE OF LINEAR BAR GRILLE FRAME ELECTRIC HEATER BY EC 02 ADD S L I C EN AW E D SPROFE ONSIA L E N GI NEER OI NATHAN W. SHEETS 25849 PE copyright note: c mo eyrrIssengIneerIngInc mechanical | electrical | lighting | technology | commissioning www.morrisseyengineering.com MEI PROJECT #: permission to reproduce all or part of this drawing is hereby granted solely for the limited purpose of construction of this project or archiving. unauthorized copying, disclosure or construction use without written permission of morrissey engineering, inc. is prohibited by copyright law. do not scale drawings. verify all dimensions and clearances from architectural, structural, shop and other appropriate drawings or at site. lay out and coordinate all work prior to installation to provide clearances required for operation, maintenance, and codes and verify non-interference with other work. do not fabricate prior to verification of clearance for all trades. 4940 North 118th Street Omaha, NE 68164 P: 402.491.4144 A 19181716151413121110987654 B C D E F G H J K L M N P Q PR I N T E D : R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet Number Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect 22452 2/ 5 / 2 0 2 4 1 0 : 3 3 : 3 5 A M M702 MECHANICAL DETAILS 21841001 CONSTRUCTION SET 11/21/2023 WAUKEE PUBLIC SAFETY BUILDING ADDRESS TBD WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 11/21/2023 NTS1BLOWER COIL UNIT DETAIL NTS2ROOF HOOD DETAIL NTS3LOUVERED GARAGE SUPPLY/EXHAUST FAN DETAIL NTS5DOAU DETAILS NTS4DRYER EXHAUST GOOSE NECK DETAIL NTS6RECESSED FLOOR REGISTER DETAIL NTS7BELOW GRADE DUCT DETAIL Revision Description Date ADD 02 Addendum 10/31/23 PR 01 PR 01 02/02/24 PIPING INSULATION SCHEDULE (1) (2) (3) INSULATION TYPE INSULATION THICKNESS VAPOR RETARDERSERVICE REMARKSPIPING SIZES MINERAL FIBER 1/2"YES -ALLCONDENSATE DRAIN (COPPER) FLEXIBLE ELASTOMERIC 1/2"YES -1-1/4" AND SMALLERREFRIGERANT SUCTION GAS (RS) FLEXIBLE ELASTOMERIC 1"YES -1-1/2" AND LARGERREFRIGERANT SUCTION GAS (RS) NONE 1/2"--ALLREFRIGERANT LIQUID (RL) FLEXIBLE ELASTOMERIC 1/2"YES -ALLREFRIGERANT HOT GAS DISCHARGE (RD) MINERAL FIBER 1-1/2"YES -1/2" TO 1-1/2"HEAT PUMP LOOP (HPLS & HPLR) MINERAL FIBER 2"YES -2" AND LARGERHEAT PUMP LOOP (HPLS & HPLR) REMARKS: 1. SEE PIPING INSULATION DETAIL. 2. INSULATION TYPE AND THICKNESS SHALL MEET ALL REQUIREMENTS OF 2018 IECC. 3. SEE SPECIFICATION SECTION 23 07 20 FOR ADDITIONAL INFORMATION. DUCTWORK INSULATION SCHEDULE (1) (2) INSULATION TYPE INSULATION THICKNESS VAPOR RETARDERSERVICE REMARKSDUCTWORK APPLICATION MINIMUM R-VALUE MINERAL FIBER BLANKET 2-3/16"YES -ROUNDSUPPLY AIR CONCEALED ABOVE CEILING R-6 DUCT LINER 1-1/2"YES (5)RECTANGULARSUPPLY AIR ALL R-6 DUCT LINER 1-1/2"NO (5)RECTANGULARRETURN AIR ALL R-6 NONE --(5)ALLCONDITIONED OA ALL - DUCT LINER 1"YES (3) (5)ROUNDSUPPLY AIR EXPOSED -LOCKER ROOMS R-3 MINERAL FIBER BLANKET 2-3/16"YES -FROM LOUVER / HOODEXHAUST AIR BACK 36" INTO BUILDING R-6 MINERAL FIBER BOARD 2"YES -RECTANGULARSUPPLY AIR MECHANICAL ROOM R-6 MINERAL FIBER BOARD 2"NO -RECTANGULARRETURN AIR MECHANICAL ROOM R-6 MINERAL FIBER BOARD 2"YES -RECTANGULAROUTSIDE AIR MECHANICAL ROOM R-6 MINERAL FIBER BOARD 2"YES -RECTANGULARRELIEF AIR MECHANICAL ROOM R-6 FIRE RATED INSULATION (4)--ALLGREASE DUCT ALL - REMARKS: 1. INSULATION TYPE AND THICKNESS SHALL MEET ALL REQUIREMENTS OF 2018 IECC. 2. SEE SPECIFICATION SECTION 23 07 00 FOR ADDITIONAL INFORMATION. 3. DOUBLE WALL WITH 1" INTERSTITIAL INSULATION. 4. THICKNESS / INSTALLATION AS REQUIRED TO MAINTAIN ZERO CLEARANCE TO COMBUSTIBLES. 5. PROVIDE EXPOSED DUCTWORK WITH PAINT GRIP WHERE APPLICABLE. COORDINATE FINAL PAINT FINISH WITH ARCHITECT. 6. EXPOSED ROUND SUPPLY RUNOUTS SHALL BE INSULATED WITH BLACK WRAP. PAINTED WRAP OF OTHER COLORS WILL NOT BE ACCEPTABLE. DUCT LINER 1"NO (5)RECTANGULARRETURN / XFR AIR PLENUM BOOTS & TRANSFER DUCTS - MINERAL FIBER BLANKET (BLACK)2-3/16"YES (6)ROUNDSUPPLY AIR EXPOSED IN CORRIDORS R-6 SEE DETAIL 4 ON SHEET P400 FLEXIBLE ELASTOMERIC 1/2"YES -1-1/4" AND SMALLERREFRIGERANT DISCHARGE GAS (RS) FLEXIBLE ELASTOMERIC 1"YES -1-1/2" AND LARGERREFRIGERANT DISCHARGE GAS (RS) S L I C EN AW E D SPROFE ONSIA L E N GI NEER OI NATHAN W. SHEETS 25849 PE copyright note: c mo eyrrIssengIneerIngInc mechanical | electrical | lighting | technology | commissioning www.morrisseyengineering.com MEI PROJECT #: permission to reproduce all or part of this drawing is hereby granted solely for the limited purpose of construction of this project or archiving. unauthorized copying, disclosure or construction use without written permission of morrissey engineering, inc. is prohibited by copyright law. do not scale drawings. verify all dimensions and clearances from architectural, structural, shop and other appropriate drawings or at site. lay out and coordinate all work prior to installation to provide clearances required for operation, maintenance, and codes and verify non-interference with other work. do not fabricate prior to verification of clearance for all trades. 4940 North 118th Street Omaha, NE 68164 P: 402.491.4144 A 19181716151413121110987654 B C D E F G H J K L M N P Q PR I N T E D : R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet Number Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect 22452 2/ 5 / 2 0 2 4 1 0 : 3 3 : 4 6 A M M801 MECHANICAL SCHEDULES 21841001 CONSTRUCTION SET 11/21/2023 WAUKEE PUBLIC SAFETY BUILDING ADDRESS TBD WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 11/21/2023 REMARKS: 1. VARIABLE REFRIGERANT FLOW FAN COIL UNIT UTILIZING R-410A REFRIGERANT. 2. DISCONNECT BY ELECTRICAL CONTRACTOR. 3. HEATING AND COOLING PERFORMANCE IS BASED ON RETURN AIR TEMPERATURE SHOWN. 4. PROVIDE ROOM CONTROLLER TO OPERATE AIR FAN COIL UNIT. PROVIDE FAN COIL UNIT SYSTEM WITH MASTER CONTROLLER TO CONNECT ALL THE BUILDING FAN COIL UNITS TO SINGLE CONTROLLER. LOCATE MASTER CONTROLLER AS INDICATED ON PLANS. COORDINATE LOCATION WITH ALL TRADES. MASTER CONTROLLER WITH USER INTERFACE SHALL HAVE CAPABILITY TO INTERFACE INTO A BAS SYSTEM FOR REMOTE MONITORING AND SETPOINT ADJUSTMENTS IN FUTURE. 5. AIRFLOW RATE GIVEN AT HIGHEST FAN SETTING. ACTUAL ESP VALUES WILL VARY FOR EACH UNIT. PROPORTIONALLY BALANCE DIFFUSERS, REGISTERS AND GRILLES BEING SERVED BY VRF UNIT AS REQUIRED IF DESIGN AIRFLOW CANNOT BE REACHED. 6. REFER TO SHEETS M111A-M111C FOR VENTILATION VALUES. 7. MOTORS SHALL BE DIRECT DRIVE ECM. 8. PROVIDE STANDARD SIZE FIELD INSTALLED FILTER IN ACCESSIBLE LOCATION. COORDINATE WITH UNIT CLEARANCE AREAS WHEN POSSIBLE. FILTERS SHALL BE MERV 8. PROVIDE ADDITIONAL FILTERS FOR CONSTRUCTION PHASE. 9. PROVIDE MANUFACTURERS WASHABLE FILTER. 10. SEE FLOOR PLANS FOR UNITS THAT REQUIRE EXTERNAL CONDENSATE PUMP. 11. FREE DISCHARGE. 12. UNIT SHALL BE A RECESSED CEILING CASSETTE TYPE (TO BE INSTALLED IN CEILING SYSTEM) WITH HANGING VIBRATION ISOLATION, SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION), FILTER, INTEGRAL CONDENSATE PUMP, CONDENSATE SHUTOFF SWITCH, AND INTEGRAL FACE SUPPLY (4-WAY) / RETURN GRILLE. PROVIDE DUCT CONNECTION PORT AS INDICATED ON PLAN. 13. UNIT SHALL BE A WALL MOUNTED, DUCTLESS UNIT. MOUNT UNIT 9" BELOW CEILING/JOISTS. PROVIDE WITH WASHABLE FILTER, INTEGRAL CONDENSATE PUMP, CONDENSATE SHUTOFF SWITCH, INTEGRAL FACE SUPPLY / RETURN GRILLE. 14. UNIT SHALL BE A DUCTED CONCEALED CEILING UNIT SUPPORTED WITH VIBRATION ISOLATION (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION), WASHABLE FILTER, INTEGRAL CONDENSATE PUMP, CONDENSATE SHUTOFF SWITCH, AND DISCHARGE DUCT COLLARS. 15. UNIT SHALL BE A MULTI-POSITION VRF FAN COIL UNIT. SEE PLANS FOR MOUNTING HEIGHT. PROVIDE WITH PLENUM RATED CONDENSATE PUMP, CONDENSATE SHUTOFF SWITCH, ECM FAN MOTOR, 1/2" CASING INSULATION, AND FILTER RACK. PROVIDE HANGING VIBRATION ISOLATORS OR NEOPRENE PADS WHEN INSTALLED VERTICALLY. SEE PLANS FOR MOUNTING CONFIGURATION. ALL. UNIT CONTROLLED BY BAS. PROVIDE MANUFACTURER'S TOUCH SCREEN WALL MOUNT SENSOR. SEE CONTROLS SPECIFICATIONS. VRF INDOOR FAN COIL UNIT SCHEDULE GENERAL ACCESSORIES PHYSICAL SIZE AIRFLOW (CFM) (7)ELECTRICAL (2) REFRIG.COOLING (3)HEATING (3) REMARKS PLAN TAG BRANCH BOX MANUFACTURER MODEL UNIT LOCATION TYPE (1) FILTER CONTROL CONDENSATE PUMP WEIGHT (lbs) DESIGN (5) OA (6) ESP (in-wg) VOLT. / PHASE MCA (AMPS) MOCP (AMPS) NOMINAL TONS CAPACITY (BTU/h) EAT (F°)CAPACITY (BTU/H)TOTAL SENSIBLE DB WB VRF-1 VRFB-2.0-250 1.1 DAIKIN FXSQ24TBVJU CORRIDOR: 250 HORIZ. DUCTED (8) (4) (10) 85 740 75 0.6" 208 V / 1 1.4 15.0 R-410A 2 23,000 16,400 74.0 61.8 27,900 (1) (14) VRFC-0.50-250A 1.1 DAIKIN FXZQ05TAVJU BUNK: 250A CASSETTE (9) (4) (10) 35 300 25 - 208 V / 1 0.3 15.0 R-410A 0.5 5,800 4,350 74.0 61.8 6,500 (1) (11) (12) VRFC-0.50-250B 1.1 DAIKIN FXZQ05TAVJU BUNK: 250B CASSETTE (9) (4) (10) 35 300 25 - 208 V / 1 0.3 15.0 R-410A 0.5 5,800 4,350 74.0 61.8 6,500 (1) (11) (12) VRFC-0.50-250C 1.1 DAIKIN FXZQ05TAVJU BUNK: 250C CASSETTE (9) (4) (10) 35 300 25 - 208 V / 1 0.3 15.0 R-410A 0.5 5,800 4,350 74.0 61.8 6,500 (1) (11) (12) VRFC-0.50-250D 1.1 DAIKIN FXZQ05TAVJU BUNK: 250D CASSETTE (9) (4) (10) 35 300 25 - 208 V / 1 0.3 15.0 R-410A 0.5 5,800 4,350 74.0 61.8 6,500 (1) (11) (12) VRFC-0.50-250E 1.1 DAIKIN FXZQ05TAVJU BUNK: 250E CASSETTE (9) (4) (10) 35 300 25 - 208 V / 1 0.3 15.0 R-410A 0.5 5,800 4,350 74.0 61.8 6,500 (1) (11) (12) VRFC-0.50-250F 1.1 DAIKIN FXZQ05TAVJU BUNK: 250F CASSETTE (9) (4) (10) 35 300 25 - 208 V / 1 0.3 15.0 R-410A 0.5 5,800 4,350 74.0 61.8 6,500 (1) (11) (12) VRFC-0.50-250G 1.1 DAIKIN FXZQ05TAVJU BUNK: 250G CASSETTE (9) (4) (10) 35 300 25 - 208 V / 1 0.3 15.0 R-410A 0.5 5,800 4,350 74.0 61.8 6,500 (1) (11) (12) VRFC-0.50-250H 1.1 DAIKIN FXZQ05TAVJU BUNK: 250H CASSETTE (9) (4) (10) 35 300 25 - 208 V / 1 0.3 15.0 R-410A 0.5 5,800 4,350 74.0 61.8 6,500 (1) (11) (12) VRFC-0.50-250J 1.1 DAIKIN FXZQ05TAVJU BUNK: 250J CASSETTE (9) (4) (10) 35 300 25 - 208 V / 1 0.3 15.0 R-410A 0.5 5,800 4,350 74.0 61.8 6,500 (1) (11) (12) VRFC-0.50-250K 1.1 DAIKIN FXZQ05TAVJU BUNK: 250K CASSETTE (9) (4) (10) 35 300 25 - 208 V / 1 0.3 15.0 R-410A 0.5 5,800 4,350 74.0 61.8 6,500 (1) (11) (12) VRFW-1.0-262 1.1 DAIKIN FXAQ12PVJU EMS STORAGE: 262 WALL MOUNTED (9) (4) (10) 26 400 55 - 208 V / 1 0.4 15.0 R-410A 1 12,000 9,000 74.0 61.8 13,500 (1) (11) (13) VRFB-1.25-222 1.2 DAIKIN FXSQ15TBVJU CORRIDOR: 220 HORIZ. DUCTED (8) (4) (10) 60 530 80 0.6" 208 V / 1 1.2 15.0 R-410A 1.25 14,300 10,700 74.0 61.8 17,600 (1) (14) VRFC-0.50-224 1.2 DAIKIN FXZQ05TAVJU LIBRARY: 224 CASSETTE (9) (4) (10) 35 300 40 - 208 V / 1 0.3 15.0 R-410A 0.5 5,800 4,350 74.0 61.8 6,500 (1) (11) (12) VRFB-2.0-231 1.2 DAIKIN FXSQ24TBVJU CORRIDOR: 230 HORIZ. DUCTED (8) (4) (10) 85 740 80 0.6" 208 V / 1 1.4 15.0 R-410A 2 23,000 16,400 74.0 61.8 27,900 (1) (14) VRFB-1.50-234 1.2 DAIKIN FXSQ18TBVJU CORRIDOR: 230 HORIZ. DUCTED (8) (4) (10) 80 600 60 0.6" 208 V / 1 1.3 15.0 R-410A 1.5 17,200 12,900 74.0 61.8 20,800 (1) (14) VRFW-1.0-247 1.2 DAIKIN FXAQ12PVJU MEDIUM DECON: 247 WALL MOUNTED (9) (4) (10) 26 400 50 - 208 V / 1 0.4 15.0 R-410A 1 12,000 9,000 74.0 61.8 13,500 (1) (11) (13) VRFB-1.25-203 1.3 DAIKIN FXSQ15TBVJU CORRIDOR: 200 HORIZ. DUCTED (8) (4) (10) 60 530 50 0.6" 208 V / 1 1.2 15.0 R-410A 1.25 14,300 10,700 74.0 61.8 17,600 (1) (14) VRFB-1.25-204 1.3 DAIKIN FXSQ15TBVJU ADMIN WORKROOM: 202 HORIZ. DUCTED (8) (4) (10) 60 530 60 0.6" 208 V / 1 1.2 15.0 R-410A 1.25 14,300 10,700 74.0 61.8 17,600 (1) (14) VRFB-0.50-205 1.3 DAIKIN FXMQ07PBVJU CORRIDOR: 200 HORIZ. DUCTED (8) (4) (10) 55 320 30 0.6" 208 V / 1 1.1 15.0 R-410A 0.5 6,000 4,500 74.0 61.8 6,700 (1) (14) VRFB-1.50-207 1.3 DAIKIN FXSQ18TBVJU CORRIDOR: 200 HORIZ. DUCTED (8) (4) (10) 80 600 50 0.6" 208 V / 1 1.3 15.0 R-410A 1.5 17,200 12,900 74.0 61.8 20,800 (1) (14) VRFB-1.25-208 1.3 DAIKIN FXSQ15TBVJU PLAN ROOM: 206 HORIZ. DUCTED (8) (4) (10) 60 530 50 0.6" 208 V / 1 1.2 15.0 R-410A 1.25 14,300 10,700 74.0 61.8 17,600 (1) (14) VRFB-1.50-215 1.3 DAIKIN FXSQ18TBVJU CORRIDOR: 210 HORIZ. DUCTED (8) (4) (10) 80 600 55 0.6" 208 V / 1 1.3 15.0 R-410A 1.5 17,200 12,900 74.0 61.8 20,800 (1) (14) VRFA-4.50-241 1.4 DAIKIN FXTQ54TAVJUA MECHANICAL MEZZANINE: 280 VARIABLE DUCTED (8) (4) (10) 167 1,800 300 0.9" 208 V / 1 8.6 15.0 R-410A 4.5 54,000 37,800 74.0 61.8 60,000 (1) (15) VRFW-2.0-281 1.4 DAIKIN FXAQ24PVJU IT: 281 WALL MOUNTED (9) (4) (10) 31 640 0 - 208 V / 1 0.6 15.0 R-410A 2 24,000 18,000 74.0 61.8 27,500 (1) (11) (13) VRFA-1.5-MN 1.4 DAIKIN FXTQ18TAVJUA MECHANICAL MEZZANINE: 280 VARIABLE DUCTED (8) (4) (10) 115 600 0 0.9" 208 V / 1 4.9 15.0 R-410A 1.5 18,000 12,600 74.0 61.8 20,000 (1) (15) 26 29.5 VRF-2 VRFB-4.0-211 2.1 DAIKIN FXSQ48TBVJU CORRIDOR: 210 HORIZ. DUCTED (8) (4) (10) 105 1,310 210 0.6" 208 V / 1 2.2 15.0 R-410A 4 46,200 32,800 74.0 61.8 56,079 (1) (14) VRFA-2.50-213 2.1 DAIKIN FXTQ30TAVJUA CORRIDOR: 220 VARIABLE DUCTED (8) (4) (10) 115 1,000 140 0.9" 208 V / 1 4.9 15.0 R-410A 2.5 30,000 21,000 74.0 61.8 34,000 (1) (15) VRFA-4.0-214 2.1 DAIKIN FXTQ48TAVJUA CORRIDOR: 220 VARIABLE DUCTED (8) (4) (10) 150 1,520 220 0.9" 208 V / 1 6.5 15.0 R-410A 4 45,800 31,100 74.0 61.8 56,000 (1) (15) VRFA-4.0-121A 2.2 DAIKIN FXTQ48TAVJUA MECHANICAL: 218 VARIABLE DUCTED (8) (4) (10) 150 1,520 215 0.9" 208 V / 1 6.5 15.0 R-410A 4 45,800 31,100 74.0 61.8 56,000 (1) (15) VRFA-4.0-121B 2.3 DAIKIN FXTQ48TAVJUA MECHANICAL: 218 VARIABLE DUCTED (8) (4) (10) 150 1,520 215 0.9" 208 V / 1 6.5 15.0 R-410A 4 45,800 31,100 74.0 61.8 56,000 (1) (15) VRFA-4.0-121C 2.4 DAIKIN FXTQ48TAVJUA MECHANICAL: 218 VARIABLE DUCTED (8) (4) (10) 150 1,520 215 0.9" 208 V / 1 6.5 15.0 R-410A 4 45,800 31,100 74.0 61.8 56,000 (1) (15) 6 22.5 VRF-3 VRFA-4.0-101C 3.1 DAIKIN FXTQ48TAVJUA MECHANICAL: 218 VARIABLE DUCTED (8) (4) (10) 150 1,520 70 0.9" 208 V / 1 6.5 15.0 R-410A 4 45,800 31,100 74.0 61.8 56,000 (1) (15) VRFA-4.0-101B 3.2 DAIKIN FXTQ48TAVJUA MECHANICAL: 218 VARIABLE DUCTED (8) (4) (10) 150 1,520 70 0.9" 208 V / 1 6.5 15.0 R-410A 4 45,800 31,100 74.0 61.8 56,000 (1) (15) VRFA-4.0-101A 3.3 DAIKIN FXTQ48TAVJUA MECHANICAL: 218 VARIABLE DUCTED (8) (4) (10) 150 1,520 70 0.9" 208 V / 1 6.5 15.0 R-410A 4 45,800 31,100 74.0 61.8 56,000 (1) (15) VRFA-0.75-100 3.4 DAIKIN FXTQ09TAVJUA MECHANICAL: 218 VARIABLE DUCTED (8) (4) (10) 115 300 0 0.9" 208 V / 1 4.9 15.0 R-410A 0.75 9,500 6,650 74.0 61.8 10,500 (1) (15) VRFA-4.0-102A 3.4 DAIKIN FXTQ48TAVJUA MECHANICAL: 218 VARIABLE DUCTED (8) (4) (10) 150 1,520 240 0.9" 208 V / 1 6.5 15.0 R-410A 4 45,800 31,100 74.0 61.8 56,000 (1) (15) VRFA-4.0-102B 3.4 DAIKIN FXTQ48TAVJUA MECHANICAL: 218 VARIABLE DUCTED (8) (4) (10) 150 1,520 240 0.9" 208 V / 1 6.5 15.0 R-410A 4 45,800 31,100 74.0 61.8 56,000 (1) (15) VRFA-2.50-104 3.4 DAIKIN FXTQ30TAVJUA MECHANICAL: 218 VARIABLE DUCTED (8) (4) (10) 115 1,000 70 0.9" 208 V / 1 4.9 15.0 R-410A 2.5 30,000 21,000 74.0 61.8 34,000 (1) (15) VRFA-1.5-MS 3.4 DAIKIN FXTQ18TAVJUA MECHANICAL: 218 VARIABLE DUCTED (8) (4) (10) 115 600 0 0.9" 208 V / 1 4.9 15.0 R-410A 1.5 18,000 12,600 74.0 61.8 20,000 (1) (15) 8 24.75 VRF-4 VRFB-3.0-115 4.1 DAIKIN FXSQ36TBVJU STORAGE: 313 HORIZ. DUCTED (8) (4) (11) 105 1,130 130 0.6" 208 V / 1 2.0 15.0 R-410A 3 34,600 24,600 74.0 61.8 41,441 (1) (14) VRFB-2.0-301 4.1 DAIKIN FXSQ24TBVJU CORRIDOR: 300 HORIZ. DUCTED (8) (4) (10) 85 740 65 0.6" 208 V / 1 1.4 15.0 R-410A 2 23,000 16,400 74.0 61.8 27,900 (1) (14) VRFB-3.0-304 4.1 DAIKIN FXSQ36TBVJU CORRIDOR: 300 HORIZ. DUCTED (8) (4) (11) 105 1,130 100 0.6" 208 V / 1 2.0 15.0 R-410A 3 34,600 24,600 74.0 61.8 41,441 (1) (14) VRFB-1.50-311 4.1 DAIKIN FXSQ18TBVJU EQUIPMENT STORAGE: 307 HORIZ. DUCTED (8) (4) (10) 80 600 120 0.6" 208 V / 1 1.3 15.0 R-410A 1.5 17,200 12,900 74.0 61.8 20,800 (1) (14) VRFB-2.50-321 4.1 DAIKIN FXSQ30TBVJU CORRIDOR: 320 HORIZ. DUCTED (8) (4) (10) 85 810 240 0.6" 208 V / 1 1.5 15.0 R-410A 2.5 28,900 21,600 74.0 61.8 35,200 (1) (14) VRFB-4.50-322 4.1 DAIKIN FXMQ54PBVJU CORRIDOR: 320 HORIZ. DUCTED (8) (4) (10) 104 1,380 500 0.6" 208 V / 1 3.5 15.0 R-410A 4.5 54,000 40,500 74.0 61.8 60,000 (1) (14) VRFB-2.50-331 4.2 DAIKIN FXSQ30TBVJU CORRIDOR: 330 HORIZ. DUCTED (8) (4) (10) 85 810 100 0.6" 208 V / 1 1.5 15.0 R-410A 2.5 28,900 21,600 74.0 61.8 35,200 (1) (14) VRFB-2.50-332 4.2 DAIKIN FXSQ30TBVJU CORRIDOR: 330 HORIZ. DUCTED (8) (4) (10) 85 810 145 0.6" 208 V / 1 1.5 15.0 R-410A 2.5 28,900 21,600 74.0 61.8 35,200 (1) (14) VRFW-0.5-341 4.2 DAIKIN FXAQ07PVJU MECH / ELEC.: 341 WALL MOUNTED (9) (4) (10) 26 200 25 - 208 V / 1 0.3 15.0 R-410A 0.66 7,867 5,900 74.0 61.8 8,700 (1) (11) (13) VRFW-2.0-342 4.2 DAIKIN FXAQ24PVJU IDF: 342 WALL MOUNTED (9) (4) (10) 31 640 25 - 208 V / 1 0.6 15.0 R-410A 2 24,000 18,000 74.0 61.8 27,500 (1) (11) (13) VRFB-2.0-354 4.2 DAIKIN FXSQ24TBVJU CORRIDOR: 320 HORIZ. DUCTED (8) (4) (10) 85 740 75 0.6" 208 V / 1 1.4 15.0 R-410A 2 23,000 16,400 74.0 61.8 27,900 (1) (14) VRFB-2.50-371 4.3 DAIKIN FXSQ30TBVJU CORRIDOR: 375 HORIZ. DUCTED (8) (4) (10) 85 810 90 0.6" 208 V / 1 1.5 15.0 R-410A 2.5 28,900 21,600 74.0 61.8 35,200 (1) (14) VRFB-0.60-372 4.3 DAIKIN FXSQ09TBVJU CORRIDOR: 370 HORIZ. DUCTED (8) (4) (10) 55 320 40 0.6" 208 V / 1 0.6 15.0 R-410A 0.75 9,200 6,600 74.0 61.8 10,800 (1) (14) VRFB-1.0-373 4.3 DAIKIN FXSQ12TBVJU CORRIDOR: 375 HORIZ. DUCTED (8) (4) (10) 55 330 30 0.6" 208 V / 1 0.7 15.0 R-410A 1 11,530 9,100 74.0 61.8 14,000 (1) (14) VRFB-1.25-374 4.3 DAIKIN FXSQ15TBVJU CORRIDOR: 370 HORIZ. DUCTED (8) (4) (10) 60 530 70 0.6" 208 V / 1 1.2 15.0 R-410A 1.25 14,300 10,700 74.0 61.8 17,600 (1) (14) VRFB-1.0-383 4.3 DAIKIN FXSQ12TBVJU CORRIDOR: 370 HORIZ. DUCTED (8) (4) (10) 55 330 40 0.6" 208 V / 1 0.7 15.0 R-410A 1 11,530 9,100 74.0 61.8 14,000 (1) (14) VRFB-1.0-384 4.3 DAIKIN FXSQ12TBVJU CORRIDOR: 380 HORIZ. DUCTED (8) (4) (10) 55 330 40 0.6" 208 V / 1 0.7 15.0 R-410A 1 11,530 9,100 74.0 61.8 14,000 (1) (14) VRFB-1.50-385 4.3 DAIKIN FXSQ18TBVJU CORRIDOR: 370 HORIZ. DUCTED (8) (4) (10) 80 600 50 0.6" 208 V / 1 1.3 15.0 R-410A 1.5 17,200 12,900 74.0 61.8 20,800 (1) (14) VRFB-2.0-391 4.3 DAIKIN FXSQ24TBVJU CORRIDOR: 370 HORIZ. DUCTED (8) (4) (10) 85 740 125 0.6" 208 V / 1 1.4 15.0 R-410A 2 23,000 16,400 74.0 61.8 27,900 (1) (14) 19 37.16 VRF-5 VRFA-4.0-326A 5.1 DAIKIN FXTQ48TAVJUA CORRIDOR: 320 VARIABLE DUCTED (8) (4) (10) 150 1,520 160 0.9" 208 V / 1 6.5 15.0 R-410A 4 45,800 31,100 74.0 61.8 56,000 (1) (15) VRFA-4.0-326B 5.1 DAIKIN FXTQ48TAVJUA CORRIDOR: 320 VARIABLE DUCTED (8) (4) (10) 150 1,520 160 0.9" 208 V / 1 6.5 15.0 R-410A 4 45,800 31,100 74.0 61.8 56,000 (1) (15) VRFB-2.50-327 5.1 DAIKIN FXSQ30TBVJU CORRIDOR: 320 HORIZ. DUCTED (8) (4) (10) 85 810 125 0.6" 208 V / 1 1.5 15.0 R-410A 2.5 28,900 21,600 74.0 61.8 35,200 (1) (14) VRFB-2.0-328 5.1 DAIKIN FXSQ24TBVJU CORRIDOR: 320 HORIZ. DUCTED (8) (4) (10) 85 740 100 0.6" 208 V / 1 1.4 15.0 R-410A 2 23,000 16,400 74.0 61.8 27,900 (1) (14) VRFB-2.50-329 5.1 DAIKIN FXSQ30TBVJU CORRIDOR: 320 HORIZ. DUCTED (8) (4) (10) 85 810 150 0.6" 208 V / 1 1.5 15.0 R-410A 2.5 28,900 21,600 74.0 61.8 35,200 (1) (14) VRFB-1.0-361 5.1 DAIKIN FXSQ12TBVJU CORRIDOR: 360 HORIZ. DUCTED (8) (4) (10) 55 330 40 0.6" 208 V / 1 0.7 15.0 R-410A 1 11,530 9,100 74.0 61.8 14,000 (1) (14) VRFB-4.0-364 5.2 DAIKIN FXSQ48TBVJU EVIDENCE PROCESSING: 364 HORIZ. DUCTED (8) (4) (10) 105 1,310 180 0.6" 208 V / 1 2.2 15.0 R-410A 4 46,200 32,800 74.0 61.8 56,079 (1) (14) VRFB-2.0-365 5.2 DAIKIN FXSQ24TBVJU BULK EVIDENCE: 365 HORIZ. DUCTED (8) (4) (10) 85 740 170 0.6" 208 V / 1 1.4 15.0 R-410A 2 23,000 16,400 74.0 61.8 27,900 (1) (14) VRFB-1.0-366 5.2 DAIKIN FXSQ12TBVJU DRYING ROOM: 366 HORIZ. DUCTED (8) (4) (10) 55 330 30 0.6" 208 V / 1 0.7 15.0 R-410A 1 11,530 9,100 74.0 61.8 14,000 (1) (14) VRFB-1.0-360 5.3 DAIKIN FXSQ12TBVJU CORRIDOR: 360 HORIZ. DUCTED (8) (4) (10) 55 330 35 0.6" 208 V / 1 0.7 15.0 R-410A 1 11,530 9,100 74.0 61.8 14,000 (1) (14) VRFB-4.50-390 5.3 DAIKIN FXMQ54PBVJU OPEN OFFICE: 390 HORIZ. DUCTED (8) (4) (10) 104 1,380 150 0.6" 208 V / 1 3.5 15.0 R-410A 4.5 54,000 40,500 74.0 61.8 60,000 (1) (14) VRFB-1.0-392 5.3 DAIKIN FXSQ12TBVJU CORRIDOR: 370 HORIZ. DUCTED (8) (4) (10) 55 330 40 0.6" 208 V / 1 0.7 15.0 R-410A 1 11,530 9,100 74.0 61.8 14,000 (1) (14) VRFB-1.0-394 5.3 DAIKIN FXSQ12TBVJU CORRIDOR: 370 HORIZ. DUCTED (8) (4) (10) 55 330 50 0.6" 208 V / 1 0.7 15.0 R-410A 1 11,530 9,100 74.0 61.8 14,000 (1) (14) VRFB-1.0-396 5.3 DAIKIN FXSQ12TBVJU CORRIDOR: 370 HORIZ. DUCTED (8) (4) (10) 55 330 40 0.6" 208 V / 1 0.7 15.0 R-410A 1 11,530 9,100 74.0 61.8 14,000 (1) (14) VRFB-0.60-397 5.3 DAIKIN FXSQ09TBVJU OPEN OFFICE: 390 HORIZ. DUCTED (8) (4) (10) 55 320 30 0.6" 208 V / 1 0.6 15.0 R-410A 0.75 9,200 6,600 74.0 61.8 10,800 (1) (14) VRFB-0.60-398 5.3 DAIKIN FXSQ09TBVJU OPEN OFFICE: 390 HORIZ. DUCTED (8) (4) (10) 55 320 30 0.6" 208 V / 1 0.6 15.0 R-410A 0.75 9,200 6,600 74.0 61.8 10,800 (1) (14) 16 33 VRF-6 VRFB-2.50-368 6.1 DAIKIN FXSQ30TBVJU HORIZ. DUCTED (8) (4) (10) 85 810 100 0.6" 208 V / 1 1.5 15.0 R-410A 2.5 28,900 21,600 74.0 61.8 35,200 (1) (14) VRFB-4.0-450A 6.1 DAIKIN FXSQ48TBVJU SHELL SPACE: 450 HORIZ. DUCTED (8) (4) (10) 105 1,310 175 0.6" 208 V / 1 2.2 15.0 R-410A 4 46,200 32,800 74.0 61.8 56,079 (1) (14) VRFB-4.0-450B 6.1 DAIKIN FXSQ48TBVJU SHELL SPACE: 450 HORIZ. DUCTED (8) (4) (10) 105 1,310 175 0.6" 208 V / 1 2.2 15.0 R-410A 4 46,200 32,800 74.0 61.8 56,079 (1) (14) VRFB-4.0-450C 6.2 DAIKIN FXSQ48TBVJU SHELL SPACE: 450 HORIZ. DUCTED (8) (4) (10) 105 1,310 175 0.6" 208 V / 1 2.2 15.0 R-410A 4 46,200 32,800 74.0 61.8 56,079 (1) (14) VRFB-4.0-450D 6.2 DAIKIN FXSQ48TBVJU SHELL SPACE: 450 HORIZ. DUCTED (8) (4) (10) 105 1,310 175 0.6" 208 V / 1 2.2 15.0 R-410A 4 46,200 32,800 74.0 61.8 56,079 (1) (14) VRFB-4.0-401 6.3 DAIKIN FXSQ48TBVJU CORRIDOR: 400 HORIZ. DUCTED (8) (4) (10) 105 1,310 170 0.6" 208 V / 1 2.2 15.0 R-410A 4 46,200 32,800 74.0 61.8 56,079 (1) (14) VRFB-3.0-403 6.3 DAIKIN FXSQ36TBVJU PATROL STORAGE: 407 HORIZ. DUCTED (8) (4) (11) 105 1,130 50 0.6" 208 V / 1 2.0 15.0 R-410A 3 34,600 24,600 74.0 61.8 41,441 (1) (14) VRFW-2.0-408 6.3 DAIKIN FXAQ24PVJU IDF: 408 WALL MOUNTED (9) (4) (10) 31 640 25 - 208 V / 1 0.6 15.0 R-410A 2 24,000 18,000 74.0 61.8 27,500 (1) (11) (13) VRFB-2.0-409 6.3 DAIKIN FXSQ24TBVJU ELECTRICAL: 409 HORIZ. DUCTED (8) (4) (10) 85 740 0 0.6" 208 V / 1 1.4 15.0 R-410A 2 23,000 16,400 74.0 61.8 27,900 (1) (14) VRFB-2.50-410 6.3 DAIKIN FXSQ30TBVJU TRAFFIC STORAGE: 423 HORIZ. DUCTED (8) (4) (10) 85 810 240 0.6" 208 V / 1 1.5 15.0 R-410A 2.5 28,900 21,600 74.0 61.8 35,200 (1) (14) VRFB-3.0-430 6.3 DAIKIN FXSQ36TBVJU CORRIDOR: 400 HORIZ. DUCTED (8) (4) (11) 105 1,130 70 0.6" 208 V / 1 2.0 15.0 R-410A 3 34,600 24,600 74.0 61.8 41,441 (1) (14) 11 35 Grand total: 86 181.91 REMARKS: 1. DISCONNECT BY ELECTRICAL CONTRACTOR. EACH HEAT PUMP MODULE REQUIRES A DEDICATED ELECTRICAL CONNECTION AND DISCONNECT. MCA AND MOCP VALUES ARE PER MODULE. 2. SUBMITTED PERFORMANCE DATA MUST BE FULLY DE-RATED FOR ALL COMPONENTS AND ACCESSORIES, INCLUDING BUT NOT LIMITED TO: REFRIGERANT LINE LENGTH, VERTICAL SEPARATION, CONNECTION RATIO, DESIGN CONDITIONS, CONDENSER COIL COATING. MANUFACTURER'S SUBMITTAL MUST INCLUDE REFRIGERANT PIPING DIAGRAM WITH PIPE DIAMETERS, LENGTHS, AND REFRIGERANT VOLUME. ALTERNATE MANUFACTURERS MAY REQUIRE ADDITIONAL REFRIGERANT AND PIPING. WATER COOLED CONDENSING UNITS MUST HAVE PUBLISHED PERFORMANCE DATA WITH 150% INDOOR CONNECTED CAPACITY. 3. PROVIDE 10 YEARS PARTS WARRANTY ON ALL ASSOCIATED COMPONENTS INCLUDING BUT NOT LIMITED TO: FCUS, CONDENSING UNITS, COMPRESSORS, MODE CHANGEOVER DEVICES AND ZONE CONTROLS. WARRANTY CONDITIONS MUST BE CLARIFIED DURING SUBMITTAL PHASE. 4. UNIT CONSISTS OF TWO MODLUES. INSTALL MODULES STACKED CONCENTRICALLY. CONTRACTOR SHALL PROVIDE RACK SUPPORT OF UPPER UNIT IF REQUIRED. RACK SHALL MEET MANUFACTURER'S RECOMMENDATIONS. PROVIDE TWINNING KIT WITH ACCESSORIES REQUIRED FOR DUAL MODULE SETUP INCLUDING: BHFP26T84U (1), VRV-T-ADAPTOR (2), VRV-T-S60M (2). 4.1 SYSTEM CONSISTS OF THREE MODULES, STACK TWO CONCENTRICALLY AND PLACE ONE ADJACENT. SEE MODEL AND SECTIONS FOR CLARITY. 5. NOMINAL COOLING CAPACITIES ARE BASED ON INDOOR COIL EAT OF 76 / 63°F (DB/WB), CONDENSER WATER INLET OF 85°F 6. TOTAL FLOW SHOWN TO BE SPLIT BETWEEN [AMONG] EACH MODULE. MINIMUM FLOW IS PER MODULE. 7. PROVIDE HOSE KIT FOR EACH REQUIRED CONNECTION. HOSE KIT SHALL INCLUDE 24" STAINLESS STEEL SUPPLY AND RETURN FLEXIBLE HOSES, BALL VALVES, UNIONS, MESH Y-STRAINER (50 MESH MINIMUM) WITH BLOW DOWN VALVE AND HOSE CONNECTION, MANUAL BALANCE VALVE WITH P/T PORTS ON EACH SIDE, AND INLET/OUTLET P/T PORTS. HOSES SHALL HAVE SWIVEL UNIONS INSTALLED ON EQUIPMENT CONNECTION SIDE. PROVIDE HOSE KIT ACCESSORIES PER MANUFACTURER'S RECOMMENDATIONS. 8. UNITS SHALL HAVE AN INTERNAL COOLING CIRCUIT TO REJECT HEAT TO VRF SYSTEM AND TO PREVENT HEAT TRANSFER FROM THE UNIT TO THE SPACE. 9. HEAT EXCHANGER(S) WITHIN UNIT SHALL BE STAINLESS STEEL PLATE TYPE. 10. PROVIDE DEMAND LIMITING RELAY CONTACT(S). PROVIDE WITH I-TOUCH MANAGER CONTROLLER WITH WEB BASED SOFTWARE FOR DISPLAYING UP TO 8 DIII-NET SYSTEMS WITH 128 INDOOR UNITS PER SYSTEM.PC BY OTHERS. CONTROLS MUST BE COMPATIBLE WITH BAS. COORDINATE WITH TEMPERATURE CONTROL CONTRACTOR. 11. INSTALLING CONTRACTOR MUST HAVE SUCCESSFULLY COMPLETED MANUFACTURERS CERTIFIED INSTALLATION CLASS WITHIN PAST 36 MONTHS. 12. MANUFACTURER MUST BE CERTIFIED, LISTED, AND LABELED PER AHRI 1230. CONDENSING UNITS MUST HAVE HAVE AUTO CHANGEOVER FUNCTIONS. EEV ACTUATORS MUST BE REMOVABLE FROM VALVE BODY WITHOUT DISTURBING THE REFRIGERANT SYSTEM. 13. CONDENSING UNITS MUST HAVE FULLY MODULATING INVERTER COMPRESSORS. PROVIDE WITH 10 YEAR COMPRESSOR WARRANTY. 14. PROVIDE REGRIGERANT LINE DRYERS ON EACH LIQUID, SUCTION, AND GAS LINE FROM EACH MODULE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. VRF WSHP UNIT SCHEDULE GENERAL PHYSICAL SIZE ELECTRICAL (PER MODULE) (1) COOLING (5) HEATING COMPRESSOR (13) WATER SOURCE CONDENSER REMARKSPLAN TAG MANUFACTURER MODEL CONDENSER TYPE CONFIG. MAX WEIGHT (lbs)VOLTAGE / PHASE MCA (AMPS) MOCP (AMPS) REFRIG. NOMINAL TONNAGE CAPACITY (BTU/h)IEER CAPACITY (BTU/h)COP TYPE QTY MAX FLOW (GPM) (7) MIN FLOW (GPM)FLUID FLUID P.D. (FT) CONN. / MODULE COOLING TEMPS (°F) HEATING TEMPS (°F) NOMINAL RATED NOMINAL RATED INLET OUTLET EWT LWT ΔT EWT LWT ΔT VRF-1 DAIKIN RWEQ288TA WATER SOURCE STACKED (4) 450+450 = 900 480 V / 3 20.2 / 20.2 25.0 / 25.0 R-410A 24.0 288,000 270,800 20.9 308,000 324,000 5.3 INVERTER 4 50.7 13.0 WATER 13.0 1 1/4" 1 1/4" 85 °F 95 °F 10 °F 35 °F 25 °F 10 °F (2) (3) (8) (9) (10) (11) (12) (14) VRF-2 DAIKIN RWEQ216TA WATER SOURCE STACKED (4) 450+450 = 900 480 V / 3 13.0 / 16.5 15.0 / 20.0 R-410A 18.0 216,000 206,000 26.3 243,000 232,000 5.68 INVERTER 4 50.7 13.0 WATER 13.0 1 1/4" 1 1/4" 85 °F 95 °F 10 °F 35 °F 25 °F 10 °F (2) (3) (8) (9) (10) (11) (12) (14) VRF-3 DAIKIN RWEQ240TA WATER SOURCE STACKED (4) 450+450 = 900 480 V / 3 16.5 / 16.5 20.0 / 20.0 R-410A 20.0 240,000 228,700 25.9 270,000 258,000 5.52 INVERTER 4 50.7 13.0 WATER 13.0 1 1/4" 1 1/4" 85 °F 95 °F 10 °F 35 °F 25 °F 10 °F (2) (3) (8) (9) (10) (11) (12) (14) VRF-4 DAIKIN RWEQ360TA WATER SOURCE STACKED (4.1) 450+450+450 = 1,350 480 V / 3 16.5 / 16.5 / 16.5 20.0 / 20.0 / 20.0 R-410A 30.0 360,000 330,100 21.2 405,000 386,000 5.3 INVERTER 6 76.1 13.0 WATER 13.0 1 1/4" 1 1/4" 85 °F 95 °F 10 °F 35 °F 25 °F 10 °F (2) (3) (8) (9) (10) (11) (12) (14) VRF-5 DAIKIN RWEQ360TA WATER SOURCE STACKED (4.1) 450+450+450 = 1,350 480 V / 3 16.5 / 16.5 / 16.5 20.0 / 20.0 / 20.0 R-410A 30.0 360,000 330,100 21.2 405,000 386,000 5.3 INVERTER 6 76.1 13.0 WATER 13.0 1 1/4" 1 1/4" 85 °F 95 °F 10 °F 35 °F 25 °F 10 °F (2) (3) (8) (9) (10) (11) (12) (14) VRF-6 DAIKIN RWEQ336TA WATER SOURCE STACKED (4.1) 450+450+450 = 1,350 480 V / 3 13.0 / 16.5 / 16.5 15.0 / 20.0 / 20.0 R-410A 28.0 336,000 320,000 25.4 378,000 360,000 5.8 INVERTER 6 76.1 13.0 WATER 13.0 1 1/4" 1 1/4" 85 °F 95 °F 10 °F 35 °F 25 °F 10 °F (2) (3) (8) (9) (10) (11) (12) (14) Grand total: 6 380.4 REMARKS: 1. ELECTRICAL DISCONNECT BY ELECTRICAL CONTRACTOR. 2. ALL PIPING CONNECTIONS TO THE BRANCH CONTROLLER SHALL BE BRAZED. 3. PROVIDE MANUFACTURER'S REQUIRED ACCESSORIES FOR COMBINED PORTS AND UNUSED PORTS. 4. DAIKIN UNITS ARE BASE OF DESIGN. DAIKIN BRANCH CONTROLLERS DO NOT HAVE DRAIN PIPING. IF AN ALTERNATE MANUFACTURER IS SUBMITTED, PROVIDE CONDENSATE PUMP: -HARTELL MODEL A2X-1965 DV, 1/10 HP AT 3000 RPM, 115V, 3.5 A, 1-1/4" INLET, 3/8" OUTLET, 1 GALLON CAPACITY, 20' MAX LIFT WITH AUXILIARY SAFETY SWITCH. 5. SEE PLANS FOR VRF SYSTEM LAYOUT AND ADDITIONAL REQUIREMENTS. 6. BRANCH CONTROLLER INCLUDES A MINIMUM OF TWO SPARE PORTS FOR FUTURE USE. VRF BRANCH SELECTOR SCHEDULE PLAN TAG MANUFACTURER MODEL SERVES LOCATION # OF PORTS # OF FUTURE PORTS REFRIG.DIMENSIONS (H x W x D) WEIGHT (lbs.) ELECTRICAL REMARKSVOLTAGE / PHASE MCA (AMPS) MOCP (AMPS) BS-1.1 DAIKIN BS12Q54TVJ VRF-1 MECH MEZZANINE: 280 12 0 R-410A 12" x 33" x19" 106 208 V / 1 1.2 15.0 (1) (2) (3) (4) (5) (6) BS-1.2 DAIKIN BS6Q54TVJ VRF-1 MECHANICAL MEZZANINE: 280 6 1 R-410A 12" x 23" x19" 68 208 V / 1 0.6 15.0 (1) (2) (3) (4) (5) (6) BS-1.3 DAIKIN BS8Q54TVJ VRF-1 STORAGE: 223 8 2 R-410A 12" x 23" x19" 73 208 V / 1 0.8 15.0 (1) (2) (3) (4) (5) (6) BS-1.4 DAIKIN BS4Q54TVJ VRF-1 MECHANICAL MEZZANINE: 280 4 1 R-410A 12" x 15" x19" 50 208 V / 1 0.4 15.0 (1) (2) (3) (4) (5) (6) BS-2.1 DAIKIN BS4Q54TVJ VRF-2 STORAGE: 212 4 1 R-410A 12" x 15" x19" 50 208 V / 1 0.4 15.0 (1) (2) (3) (4) (5) (6) BS-2.2 DAIKIN BS4Q54TVJ VRF-2 MECHANICAL: 218 4 - R-410A 12" x 15" x19" 50 208 V / 1 0.4 15.0 (1) (2) (3) (4) (5) (6) BS-3.1 DAIKIN BS6Q54TVJ VRF-3 MECHANICAL: 218 6 1 R-410A 12" x 23" x19" 68 208 V / 1 0.6 15.0 (1) (2) (3) (4) (5) (6) BS-3.2 DAIKIN BS4Q54TVJ VRF-3 MECHANICAL: 218 4 - R-410A 12" x 15" x19" 50 208 V / 1 0.4 15.0 (1) (2) (3) (4) (5) (6) BS-4.1 DAIKIN BS8Q54TVJ VRF-4 STORAGE: 313 8 2 R-410A 12" x 23" x19" 73 208 V / 1 0.8 15.0 (1) (2) (3) (4) (5) (6) BS-4.2 DAIKIN BS6Q54TVJ VRF-4 TRAINING STORAGE: 333 6 1 R-410A 12" x 23" x19" 68 208 V / 1 0.6 15.0 (1) (2) (3) (4) (5) (6) BS-4.3 DAIKIN BS8Q54TVJ VRF-4 TRAINING STORAGE: 333 8 0 R-410A 12" x 23" x19" 73 208 V / 1 0.8 15.0 (1) (2) (3) (4) (5) (6) BS-5.1 DAIKIN BS8Q54TVJ VRF-5 PATROL STORAGE: 362 8 2 R-410A 12" x 23" x19" 73 208 V / 1 0.8 15.0 (1) (2) (3) (4) (5) (6) BS-5.2 DAIKIN BS4Q54TVJ VRF-5 BULK EVIDENCE: 365 4 1 R-410A 12" x 15" x19" 50 208 V / 1 0.4 15.0 (1) (2) (3) (4) (5) (6) BS-5.3 DAIKIN BS8Q54TVJ VRF-5 PATROL STORAGE: 362 8 1 R-410A 12" x 23" x19" 73 208 V / 1 0.8 15.0 (1) (2) (3) (4) (5) (6) BS-6.1 DAIKIN BS6Q54TVJ VRF-6 SHELL SPACE: 450 6 2 R-410A 12" x 23" x19" 68 208 V / 1 0.6 15.0 (1) (2) (3) (4) (5) (6) BS-6.2 DAIKIN BS4Q54TVJ VRF-6 SHELL SPACE: 450 4 2 R-410A 12" x 15" x19" 50 208 V / 1 0.4 15.0 (1) (2) (3) (4) (5) (6) BS-6.3 DAIKIN BS8Q54TVJ VRF-6 PATROL STORAGE: 407 8 2 R-410A 12" x 23" x19" 73 208 V / 1 0.8 15.0 (1) (2) (3) (4) (5) (6) REMARKS: 1. PROVIDE WITH ALUMINUM BIRDSCREEN. 2. PROVIDE WITH MANUFACTURER'S BEST FINISH AVAILABLE - 2 COAT - 70% PVDF. STANDARD FINISH COLOR SELECTED BY ARCHITECT. 3. PROVIDE WITH 24" ROOF CURB. CONTRACTOR SHALL CONFIRM ROOF INSULATION THICKNESS AT FINAL PLACEMENT OF EQUIPMENT. PROVIDE ROOF CURB HEIGHT TO ALLOW A MINIMUM 8” ROOF FLASHING UP TO NAILER (VERIFY REQUIRED FLASHING DIMENSION WITH ROOFING CONTRACTOR). INCREASE INDICATED CURB HEIGHT AS REQUIRED. 4. PROVIDE WITH MOTORIZED DAMPER. ACTUATOR BY TEMPERATURE CONTROL CONTRACTOR. ROOF HOOD SCHEDULE GENERAL PHYSICAL SIZE AIRFLOW REMARKSPLAN TAG MANUFACTURER MODEL SERVES / FUNCTION OVERALL SIZE NECK SIZE AIRFLOW (CFM) (ft²) NECK AREA (FPM) NECK VELOCITY (ft²) CORE AREA (FPM) CORE VELOCITY AIR P.D. (IN WG)D W H Dia. HD-OA-1 COOK PR SEE PLANS 28" 28" 12.6" 16" 1,250 1.5 842 3.1 406 0.10" (1) (2) (3) (4) HD-OA-2 COOK PR EF-3 MAKEUP 27.8" 27.8" 10.3" 12" 555 0.9 651 2.0 272 0.10" (1) (2) (3) (4) HD-OA-3 COOK PR SEE PLANS 18.8" 18.8" 10.1" 8" 250 0.4 634 1.4 181 0.10" (1) (2) (3) (4) HD-OA-3 COOK PR SEE PLANS 18.8" 18.8" 10.1" 8" 250 0.4 634 1.4 181 0.10" (1) (2) (3) (4) HD-RLF-1 COOK PR STORM SHELTER RELIEF 28" 28" 12.6" 16" 1,250 1.5 842 3.1 406 0.10" (1) (2) (3) (4) REMARKS: 1. FAN SHALL BE REVERSIBLE. VERIFY EXTENSION TUBE LENGTH AND MOUNTING BRACKET WITH MANUFACTURER PRIOR TO ORDERING. FAN SHALL BE MINIMUM 27'-3" ABOVE FINISHED FLOOR. PROVIDE WITH AIRFOIL RETAINERS, HUB CLIPS, SAFETY CABLES AND GRADE 8 BOLTS. 2. PROVIDE 1'-0" EXTENSION TUBE WITH GUY WIRES AND CEILING MOUNT PER MANUFACTURER'S INSTALLATION REQUIREMENTS. 3. SOUND LEVEL AT MAXIMUM SPEED: < 35 DBA. MINIMUM AIRFLOW CLEARANCES REQUIRED: 2 FT ON ALL SIDES, 5 FT BELOW CEILING DECK. 4. PROVIDE MANUFACTURER'S X-SERIES WALL KEYPAD, FULLY INTEGRATED WITH ONBOARD VFD, SMARTSENSE365 YEAR-ROUND AUTOMATIC CONTROL WITH LOCKABLE PLASTIC COVER. 5. COLOR FOR MOUNTING POST, MOTOR, WINGLETS, AND AIRFENCE SHALL BE SELECTED BY ARCHITECT. 6. REQUIRED BREAKER: 15A @ 208, SINGLE PHASE. MAXIMUM AMPS: 5.0 7. MOUNT TO STRUCTURE PER MANUFACTURER'S RECOMMENDATIONS. 8. PROVIDE WALL MOUNTED POTENTIOMETER FOR SPEED CONTROL. 9. COLOR SHALL BE SELECTED BY ARCHITECT. CEILING FAN SCHEDULE GENERAL FAN ELECTRICAL REMARKSPLAN TAG MANUFACTURER MODEL SERVES WEIGHT (lbs.) FAN DIAMETER MAX RPM VOLTAGE / PHASE DF-1A AIRIUS A-25-SP-STD APPARATUS BAY 9 12" 1650 277 V / 1 (7) (8) (9) DF-1B AIRIUS A-25-SP-STD APPARATUS BAY 9 12" 1650 277 V / 1 (7) (8) (9) DF-1C AIRIUS A-25-SP-STD APPARATUS BAY 9 12" 1650 277 V / 1 (7) (8) (9) DF-1D AIRIUS A-25-SP-STD APPARATUS BAY 9 12" 1650 277 V / 1 (7) (8) (9) DF-1E AIRIUS A-25-SP-STD APPARATUS BAY 9 12" 1650 277 V / 1 (7) (8) (9) DF-1F AIRIUS A-25-SP-STD APPARATUS BAY 9 12" 1650 277 V / 1 (7) (8) (9) HVLS-1A BIG ASS FANS ESSENCE FITNESS 75 8 FT 160 208 V / 1 (1) (2) (3) (4) (5) (6) HVLS-1B BIG ASS FANS ESSENCE FITNESS 75 8 FT 160 208 V / 1 (1) (2) (3) (4) (5) (6) HVLS-1C BIG ASS FANS ESSENCE FITNESS 75 8 FT 160 208 V / 1 (1) (2) (3) (4) (5) (6) REMARKS: 1. ALUMINUM, 0.081" THICK FRAME, 0.81" THICK BLADES 2" ON CENTERS, STANDARD FRAME, 6" STATIONARY DRAINABLE BLADES. MULTIPLE LOUVERS SECTIONS MAY BE GROUPED TOGETHER TO FORM SINGLE LARGE LOUVER WHERE LOUVER MULLIONS ARE INTENDED TO CREATE AN ARCHITECTURAL ELEMENT. COORDINATE INSTALLATION AND GROUPING OF LOUVERS. PROVIDE NECESSARY SUPPORTS AND FASTENERS AS REQUIRED FOR LOUVER ASSEMBLY. 2. PROVIDE WITH COTTON SCREEN AND PROVIDE WITH MANUFACTURER'S BEST FINISH AVAILABLE - 2 COAT - 70% PVDF. CUSTOM FINISH COLOR SELECTED BY ARCHITECT MATCHING THE TONE OF THE PRECAST. FINISH COLOR WILL BE SPECIFIED DURING SUBMITTAL REVIEW. 3. LOUVER SHALL BE OPEN TO FIELD BUILT PLENUM. SEE DETAIL 5 / M700 SEE ARCHITECTURAL PLANS. COORDINATION WITH GENERAL CONTRACTOR. 4. LOUVER SHALL HAVE CLASS A RATING FOR WIND-DRIVEN RAIN & 99.2% EFFECTIVENESS RATIO AT 50 MPH WIND VELOCITY, 8 INCHES RAIN/HR, FREE AREA VELOCITY OF 1232 FPM. LOUVER SCHEDULE GENERAL PHYSICAL SIZE AIRFLOW REMARKSPLAN TAG MANUFACTURER MODEL SERVES FUNCTION MATERIAL MOUNTING FACE SIZE DEPTH LOUVER FREE % (ft²) CORE AREA (FPM) MAX VELOCITY AIRFLOW (CFM) AIR P.D. (IN WG)H W LV-OA-1 GREENHECK EHH-601 DOAU-2 INTAKE ALUMINUM EXTERIOR WALL 36" 54" 6" 47.4% 6.4 766 4,900 0.15" (1) (2) (3) (4) LV-OA-1 GREENHECK EHH-601 DOAU-1 INTAKE ALUMINUM EXTERIOR WALL 36" 36" 6" 47.4% 4.3 774 3,300 0.15" (1) (2) (3) (4) LV-RLF-1 GREENHECK EHH-601 DOAU-2 EXHAUST ALUMINUM EXTERIOR WALL 36" 54" 6" 47.4% 6.4 766 4,900 0.15" (1) (2) (3) (4) LV-RLF-1 GREENHECK EHH-601 DOAU-1 EXHAUST ALUMINUM EXTERIOR WALL 36" 36" 6" 47.4% 4.3 774 3,300 0.15" (1) (2) (3) (4) Revision Description Date PR 01 PR 01 02/02/24 PR 01 AIA ® Document G731™ – 2019 Change Order, Construction Manager as Adviser Edition AIA Document G731™ – 2019 (formerly G701™CMa – 1992). Copyright © 1992 and 2019 by The American Institute of Architects. All rights reserved. The “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are registered trademarks and may not be used without permission. This draft was produced by AIA software at 12:27:48 ET on 09/23/2021 under Order No.2200100983 which expires on 03/01/2022, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA4A) 1 PROJECT: (name and address) CONTRACT INFORMATION: CHANGE ORDER INFORMATION: Waukee Public Safety Facility (WPS) Contract For: Bid Package #13 Electrical & Communications Change Order Number: WPS CO 01 (Van Maanen No. 1) 815 NW 20th Street Waukee, IA 50263 Date: 12.18.2023 Date: 03.18.2024 OWNER: (name and address) ARCHITECT: (name and address) CONSTRUCTION MANAGER: (name and address) City of Waukee OPN Architects Ryan Companies US, Inc. 230 W Hickman Road Waukee, IA 50263 100 Court Avenue, #100 Des Moines, IA 50309 111 East Grand Avenue, Des Moines, IA 50309 CONTRACTOR: (name and address) Van Maanen Electric, Inc. 500 Iowa Speedway Dr. Newton, IA 50208 THE CONTRACT IS CHANGED AS FOLLOWS: (Insert a detailed description of the change and, if applicable, attach or reference specific exhibits. Also include agreed upon adjustments attributable to executed Construction Change Directives.) Scope modifications will include: WPS CR003: Add Virtual Design & Construction to Electrical & Communications scope of work. Value of $30,650.00 WPS CR004: Adding Primary & Non-Contributory language to existing item no. 11.1.1 in the prime contracts. AIA Document A232-2019 General Conditions for Project 11.1.1 shall be revised as follows: ARTICLE 11 INSURANCE AND BONDS § 11.1 Contractor’s Insurance and Bonds § 11.1.1 The Contractor shall purchase and maintain insurance of the types and limits of liability, containing the endorsements, and subject to the terms and conditions, as described in the Agreement or elsewhere in the Contract Documents. The Contractor shall purchase and maintain the required insurance from an insurance company or insurance companies lawfully authorized to issue insurance in the jurisdiction where the Project is located. The Owner, Construction Manager and Construction Manager’s consultants, and the Architect and Architect’s consultants, shall be named as additional insureds under the Contractor’s commercial general liability policy or as otherwise described in the Contract Documents. To the fullest extent permitted by law, the General Liability and Umbrella/Excess Liability insurance afforded to the Owner, Construction Manager and Construction Manager’s consultants, and the Architect and the Architect’s consultants shall be primary insurance and not excess over, or contributing with, any insurance purchased or maintained by Owner, Construction Manager and Construction Manager’s consultants, and the Architect and the Architect’s consultants (CO No. 1_03.18.2024) Zero dollar cost change.Value of $0.00 The original Contract Sum was $ 4,711,425.00 Net change by previously authorized Change Orders $ 0.00 The Contract Sum prior to this Change Order was $ 4,711,425.00 The Contract Sum will be increased by this Change Order in the amount of $ 30,650.00 The new Contract Sum including this Change Order will be $ 4,742,075.00 The Contract Time will be increased by Zero (0) days. The Contractor’s Work shall be substantially complete on June 5, 2025. NOTE: This Change Order does not include adjustments to the Contract Sum or Guaranteed Maximum Price, or the Contract Time, that have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor, in which case a Change Order is executed to supersede the Construction Change Directive. AIA Document G731™ – 2019 (formerly G701™CMa – 1992). Copyright © 1992 and 2019 by The American Institute of Architects. All rights reserved. The “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are registered trademarks and may not be used without permission. This draft was produced by AIA software at 12:27:48 ET on 09/23/2021 under Order No.2200100983 which expires on 03/01/2022, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA4A) 2 NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONSTRUCTION MANAGER, CONTRACTOR, AND OWNER. OPN Architects Ryan Companies US, Inc. ARCHITECT (Firm name) CONSTRUCTION MANAGER (Firm name) SIGNATURE SIGNATURE Danielle Hermann, Principal Jill Boetger, Project Manager II PRINTED NAME AND TITLE PRINTED NAME AND TITLE DATE: DATE: Van Maanen Electric, Inc. City of Waukee Iowa CONTRACTOR (Firm name) OWNER (Firm name) SIGNATURE SIGNATURE PRINTED NAME AND TITLE PRINTED NAME AND TITLE Courtney Clarke, Mayor DATE: DATE: Waukee Public Safety - Change Request Summary 02.14.2024 Ryan Companies US, Inc. Change Request 003 Change Request Subcontractor Comments Cost Change 3.0 Van Maanen Electric Add Virtual Design & Construction to Electrical & Communications scope of work. $30,650.00 $30,650.00 Builders Risk (.23% Cost of Work (Estimated))$70.50 CMa Fee on Cost of Work (3.25%)$996.13 CMa Project Manager Time $0.00 CMa Project Superintendent Time $0.00 Change Request 03 Cost Change Total $31,716.62 Summary: Add Virtual Design & Construction to Electrical & Communications scope of work. Change Request 03 Subtotal 01/25/2024 Waukee Public Safety VDC Waukee, Iowa Van Maanen Electric, Inc. scope of work: · Contract Engineering firm for VDC coordination of Electrical · VDC requirements as listed in Spec 006000 Total cost- $30,650.00 If you have any questions feel free to call. Sincerely, Scott Handeland 641-791-9473 CITY OF WAUKEE OPN PROJECT NO. 21841001 WAUKEE PUBLIC SAFETY BUILDING CONSTRUCTION SET VIRTUAL DESIGN & CONSTRUCTION EXHIBIT 00 60 00.05 - 1 SECTION 00 60 00.05 VIRTUAL DESIGN & CONSTRUCTION EXHIBIT (Addenda No. 3 3 11.14.2023) PART 1 - SUMMARY OF EXPECTATIONS This project will utilize Virtual Design and Construction processes for coordination and communication during design and throughout construction. The LOD for the Subcontractor Team 3D models will adhere to LOD 350 at a minimum, as defined in Part 7. Refer to Part 6 for additional model geometry requirements and Part 7 for definitions of LOD including LOD 350. 1.01 The mechanical, electrical, plumbing, fire protection, structural steel fabrication, precast fabrication, and all subcontractors referenced in Part 6 3 Model Geometry Requirements will also provide their systems in Revit, CAD, and a Navisworks compatible 3D format. 1.02 All parties, design team and contractor team, will participate in iterative design and construction coordination meetings to proactively seek out and resolve conflicts between the architecture, structure, civil, mechanical, electrical, plumbing, fire protection systems and all subcontractors referenced in Part 6 3 Model Geometry Requirements. 1.03 The Ryan Companies VDC team will serve as facilitator of BIM coordination efforts including but not limited to: hosting and running coordination meetings, distributing models to the various stakeholders as needed, converting file formats, and redistributing to the larger group, running clash detection scenarios, providing leadership and guidance for model delivery methods, timeliness, and cloud file sharing resource. 1.04 Ryan Companies will provide a project specific BIM Execution plan which will outline in more detail the BIM Coordination process regarding schedule, software versioning, and team directory prior to construction. 1.05 All parties involved in the coordination process, designers and subcontractors will be required to provide their own software and software platform licenses when necessary. Participating parties will be required to start their project model with an Autodesk Product license two years or newer than the latest available and subcontractors shall match the license year of the Design models. If necessary, the model will be upgraded to meet these requirements based on project duration. PART 2 - MODELING SERVICES 2.01 Deliverables - Designers, Contractors, and Subcontractors will provide, for the collaborative use of the Project team and for use in accordance with this VDC Exhibit by the construction team. A. 3D Models of the information in the form of separate 3D background model files by discipline. 3D Model files will be Navisworks compatible. B. In addition to the 3D models, 2D electronic representation of the contract documents, in PDF and DWG format will be issued when traditional 2D documents sets or clarifications are issued. C. 3D Model Geometry requirements will meet the Level of Development standards outlined below. Timeliness of delivery will be outlined in the BIM Execution Plan. 2.02 Posting of Models - The Designers, Contractors, and Construction manager will post or cause other members of the design team and the construction team (as applicable) to post their models to BIM360 or Autodesk Construction Cloud, as defined in the BIM Execution plan. The project team will define the date, time, and frequency in the BIM Execution plan. A. All parties, Designers and Contractors, involved in the BIM coordination process will be required to bring their own license for Autodesk Construction Cloud, as required by Autodesk. This applies to but is not limited to the Architect, Structural Engineer, Civil Engineer, MEP Engineer, Mechanical Contractor, Electrical contractor, Plumbing contractor and Fire Protection contractor. CITY OF WAUKEE OPN PROJECT NO. 21841001 WAUKEE PUBLIC SAFETY BUILDING CONSTRUCTION SET VIRTUAL DESIGN & CONSTRUCTION EXHIBIT 00 60 00.05 - 2 2.03 Collaborative Process - During the design and construction phases of the project, the designers, contractors, subcontractors, and construction manager will participate in regular collaboration meetings. Typically, separate meetings are held for design coordination and construction coordination, each meeting being at least 1 hour or longer, as needed, to progress through coordination on schedule. It is expected that all parties are continuously communicating, collaborating, and coordinating between these regularly scheduled meetings. Engaged participation at every meeting is required from the design team project leads, contractor project leads, subcontractor project leads, and the associated BIM leads for each team. Coordination issues will be recorded, tracked, and resolved in the Procore Coordination Issues tool. The designers, contractors and subcontractors are required to participate and respond in a timely manner when assigned to an issue within the Procore Coordination Issues tool. 2.04 If necessary, updates for project models and template files are to occur over the end of year holidays to minimize disruption on in progress work. The specific date of upgrade will be determined by the architectural design team but can be expected in December each year and shall be completed by the end of the first full week of January. PART 3 - RIGHT OF RELIANCE 3.01 At each stage of development of the models they will include the elements identified in Part 6 of this document. 3.02 Any information in the model that is also contained in the contract documents will be consistent with such information in the contract documents. 3.03 All modeled elements outer dimensions (height, width, and depth), elevation and location will match the dimensions given on the 2D contract documents. PART 4 - SHARING OF ELECTRONIC INFORMATION 4.01 Data Hosting Site (Collaboration): The construction manager will arrange and pay for an internet- accessed data hosting site. The hosting site9s purpose is to allow the design and contractor team to publish design models at milestones outlined in the BIM Execution Plan. The site will also accommodate the exchange and management of electronic information, allowing individuals and systems to identify, access, use, and integrate information across multiple systems. All models will be shared through Autodesk BIM360/Autodesk Construction Cloud (ACC). 4.02 All subcontractors will supply their own BIM360/ACC license and host their live Revit/IFC/3D CAD model in a BIM360/ACC Design project, to be hosted by Ryan Companies or the architect, which will be determined by the BIM Execution plan prior to coordination start. PART 5 - CHANGE MANAGEMENT 5.01 Through completion of the project, the design team will update the design models with information from RFIs (request for information), CCDs, and design changes that alter the physical designer- intent of the Project. 5.02 Through the completion of the project the subcontractor team will update the coordination models to provide an as accurate representation of the work to be installed in the field. PART 6 - MODEL GEOMETRY REQUIREMENTS 6.01 The Level of Development defined in each section below is the Level of Development required in the modeling process. Greater development than that stated below should be incorporated into the modeling process when necessary for proper coordination or when directly requested by Ryan Companies, the owner, or the contracting partner. NOTE: Level of Development (LOD) is different than Level of Detail. Level of Detail can be thought of as input to the element, while Level of Development is reliable output. Specific component models may be developed to address intricate details and systems integration. These component models may remain outside the typical project model to minimize file size and maximize usability. Simplified geometries may be substituted as deemed appropriate and approved by the project team. CITY OF WAUKEE OPN PROJECT NO. 21841001 WAUKEE PUBLIC SAFETY BUILDING CONSTRUCTION SET VIRTUAL DESIGN & CONSTRUCTION EXHIBIT 00 60 00.05 - 3 The subcontractor will adhere to a minimum LOD 350: The Model Element is graphically represented within the Model as a specific system, object, or assembly in terms of quantity, size, shape, location, elevation, orientation, and interfaces with other building systems and can be derived directly from the model without referring to non-modeled information such as notes or dimension callouts. LOD 350 elements include all parts necessary for coordination of the element with nearby or attached elements including supports and connections. Non-graphic information may also be attached to the Model Element. The timing of model development relative to project milestones will be outlined in the Model Matrix document included in the BIM Execution plan provided by Ryan Companies. All custom or project-specific modeled items will be modeled within the appropriate families and will not be modeled as generic items. 6.02 STRUCTURAL MODEL 3 LEVEL 350 A. The model requirements include at a minimum: 1. All cast-in-place concrete, including all penetrations and openings identified in the construction documents. 2. Shear walls will be modeled as unique types to distinguish them from other walls. 3. Slab slope will be modeled where applicable (garages, exterior slabs, balconies, etc.). 4. Chamfers will be modeled when it impacts structural elements or slab edges. 5. Reinforcing steel and embeds will not be modeled. 6. All primary and secondary structural members will be modeled. 7. Metal, wood, and concrete decks will be modeled as the overall thickness of the slab. 8. Edges of all slabs and penetrations of structural systems will be accurately located in the model. B. STRUCTURAL SUBCONTRACTORS 3 STEEL: LEVEL 400 / PRECAST: LEVEL 350 (Addenda No. 3 3 11.14.2023) Fabrication level models from subcontractors are to include all items listed in 6.02A as it pertains to their scope. 1. Models will include accurate panel geometry indicating panel mark/number and including studs, headers/lintels, steel reinforcing, and architectural reveals. Joists and truss systems will be modeled to accurately represent webbing, bracing, bridging, connection, and bearing conditions. 2. Models will include detailed concrete connections, anchor bolts, steel bearing conditions, gusset plates, bolts, clip angles, etc. 3. Slab edges, roof slopes and edge of deck conditions and connections will be modeled. 4. All lateral reinforcements such as blocking, bracing, straps, hold down locations, and sheathing on shear walls. 5. All prefabricated penetrations will be included in the model and coordinated for all trades via the coordination process. 6. Clearances for no drill zones and any access requirements for erection will be modeled. 7. All items will be modeled to the specific location and elevation intended for field installation. 6.03 MECHANICAL MODEL - LEVEL 350 A. The model requirements include at a minimum: 1. All ducts and air handling equipment 2. Ducts will be modeled to the outside face dimension or duct insulation (whichever is greater). CITY OF WAUKEE OPN PROJECT NO. 21841001 WAUKEE PUBLIC SAFETY BUILDING CONSTRUCTION SET VIRTUAL DESIGN & CONSTRUCTION EXHIBIT 00 60 00.05 - 4 3. Duct joints and hangers will be modeled when the designer is contracted to produce field install drawings. 4. Equipment will be modeled to its overall height, width, and depth. Any piping associated with the mechanical equipment will be modeled. Any electrical equipment or piping associated with mechanical equipment will be modeled. 5. Pipes will be modeled to the outside diameter of the pipe or pipe insulation (whichever is greater). 6. Fittings and connections will be modeled when the designer is contracted to produce field install drawings. 7. All clearance requirement zones (including for access, maintenance, and code compliance by the authority having jurisdiction) 8. The location and elevation of all ductwork, piping, equipment, and connections will be modeled as accurately as possible. The actual condition must be able to be derived from the construction documents and the model at construction completion. B. MECHANICAL SUBCONTRACTOR 3 LEVEL 350 1. Include all items in 6.03A at their specific location and elevation in addition to: 2. dampers, valves, air vents, actuators, access doors, clearance requirement zones (including for access, maintenance, and code compliance by the authority having jurisdiction), fittings, connections, supports, hangers, anchors, rack systems, insulation, housekeeping pads, penetration sleeves. 3. All items will be modeled to the specific location and elevation intended for field installation. 6.04 ELECTRICAL MODEL 3 LEVEL 350 A. The model requirements include at a minimum: 1. All power feeds to equipment and all switch gear and panels with any required clearances. 2. Light fixtures will be modeled to the overall height, width, depth, and access through the interstitial space. 3. All clearance requirement zones (including for access, maintenance, and code compliance by the authority having jurisdiction). The actual condition must be able to be derived from the construction documents and the model at construction completion. B. ELECTRICAL SUBCONTRACTOR 3 LEVEL 350 1. Include all items in 6.04A as well as: 2. Single conduit runs 1 ½ inches and larger, groups of 2 or more conduits of any size, branch conduits, cable tray, clearance requirement zones (including for access, maintenance, and code compliance by the authority having jurisdiction) fittings, connections, supports, hangers, anchors, rack systems, insulation, housekeeping pads, penetration sleeves. 3. All items will be modeled to the specific location and elevation intended for field installation. 6.05 PLUMBING MODEL 3 LEVEL 350 A. The model requirements include at a minimum: 1. All plumbing piping and gas piping, including laboratory gas and equipment. 2. All plumbing equipment will be modeled to its overall height, width, and depth. 3. Pipes will be modeled to the outside diameter of the pipe or the pipe insulation, whichever is greater. 4. Pipe slope will be incorporated accurately in the model. CITY OF WAUKEE OPN PROJECT NO. 21841001 WAUKEE PUBLIC SAFETY BUILDING CONSTRUCTION SET VIRTUAL DESIGN & CONSTRUCTION EXHIBIT 00 60 00.05 - 5 5. Fittings and connections will be modeled when the designer is contracted to produce field install drawings. 6. All valves and clean outs 7. The model will extend to show all connections to the civil systems. 8. All clearance requirement zones (including for access, maintenance, and code compliance by the authority having jurisdiction) will be modeled. 9. The location and elevation of all ductwork, piping, equipment, and connections will be modeled as accurately as possible. The actual condition must be able to be derived from the construction documents and the model at construction completion. B. PLUMBING SUBCONTRACTOR 3 LEVEL 350 1. Include all items in 6.05A as well as: 2. Valves, cleanouts, air vents, actuators, insulation, fittings, connections, supports, hangers, anchors, rack systems, insulation, clearance requirement zones (including for access, maintenance, and code compliance by the authority having jurisdiction), housekeeping pads, expansion loops (or similar system features), penetration sleeves, and embeds. 3. All items will be modeled to the specific location and elevation intended for field installation. 6.06 FIRE PROTECTION (SPRINKLER & ALARM) - LEVEL 350 A. The model requirements include at a minimum: 1. All components of the fire protection system will be modeled. 2. Locate all piping, valves, fire pump, and sprinkler heads. 3. Pipe slope will be incorporated accurately in the model. 4. All clearance requirement zones (including for access, maintenance, and code compliance by the authority having jurisdiction) will be modeled. The actual condition must be able to be derived from the construction documents and the model at construction completion. B. FIRE PROTECTION SUBCONTRACTOR 3 LEVEL 350 1. Include all items in 6.06A as well as: 2. Valves, cleanouts, air vents, insulation, clearance requirement zones (including for access, maintenance, and code compliance by the authority having jurisdiction), fittings, connections, supports, hangers, anchors, rack systems, insulation, and penetration sleeves. 3. All items will be modeled to the specific location and elevation intended for field installation. PART 7 - LEVEL OF DEVELOPMENT DEFINITIONS 7.01 The Level of Development (LOD) specification allows professionals in the industry to articulate how an element9s geometry and associated information has evolved throughout the entire process. It signifies the degree to which different members of the team can rely on information associated with an element. Using LOD, designers and engineers can communicate with other professionals who will be using the model further about the usability and limitations of a model. The following are derived the AIA defined LOD milestones: A. LOD 100 3 Conceptual 1. The Model Element is a generic representation (2D or 3D) showing the existence of a component, but its count, material properties, size, and/or precise location may not be CITY OF WAUKEE OPN PROJECT NO. 21841001 WAUKEE PUBLIC SAFETY BUILDING CONSTRUCTION SET VIRTUAL DESIGN & CONSTRUCTION EXHIBIT 00 60 00.05 - 6 derived from the model. Information derived from the elements will be considered approximate. B. LOD 200 3 Approximate Geometry 1. The Model Element is a generic 3D representation in the model as a generic system, object, or assembly with approximate quantities, size, shape, location, and orientation. They may be recognizable as the components they represent, or they may be volumes for space reservation. Information derived from the elements will be considered approximate. Non-graphic properties information may be attached. C. LOD 300 3 Precise Geometry 1. The Model Element is graphically represented within the Model as a specific system, object, or assembly in terms of quantity, size, shape, location, elevation and orientation, and information from the elements can be derived directly from the model without referring to non-modeled information such as notes or dimension callouts. The elements are accurately modeled with respect to the project origin. Non-graphic information may also be attached to the Model Element. D. LOD 350 3 Precise Geometry w/ Connections 1. The Model Element is graphically represented within the Model as a specific system, object, or assembly in terms of quantity, size, shape, location, elevation, orientation, and interfaces with other building systems and can be derived directly from the model without referring to non-modeled information such as notes or dimension callouts. LOD 350 elements include all parts necessary for coordination of the element with nearby or attached elements including supports and connections. Non-graphic information may also be attached to the Model Element. E. LOD 400 3 Fabrication-ready Geometry 1. The Model Element is modeled at sufficient detail and accuracy for fabrication of the represented component. It is graphically represented within the model as a specific system, object, or assembly in terms of size, shape, location, elevation, quantity, and orientation with detailing, fabrication, assembly, and installation information and can be derived directly from the model without referring to non-modeled information such as notes or dimension callouts. Non-graphic information may also be attached to the Model Element. F. LOD 500 3 Operational/As-built Models 1. The Model Element is a field verified representation in terms of size, shape, location, quantity, and orientation. Non-graphic information may also be attached to the Model Elements. Since LOD 500 relates to field verification, it is not an indication of progression to a higher level of Model Element geometry or non-graphic information. PART 8 - DELIVERABLES 8.01 At the end of the project, all design and coordination modifications will be incorporated into the coordination record model to clearly represent the coordinated conditions of the project. The contractor/consultant will provide the record model by uploading to the agreed upon exchange site. 8.02 A combined BIM will be provided along with the individual model files to the owner at the end of the project. CITY OF WAUKEE OPN PROJECT NO. 21841001 WAUKEE PUBLIC SAFETY BUILDING CONSTRUCTION SET VIRTUAL DESIGN & CONSTRUCTION EXHIBIT 00 60 00.05 - 7 END OF EXHIBIT AIA ® Document G731™ – 2019 Change Order, Construction Manager as Adviser Edition AIA Document G731™ – 2019 (formerly G701™CMa – 1992). Copyright © 1992 and 2019 by The American Institute of Architects. All rights reserved. The “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are registered trademarks and may not be used without permission. This draft was produced by AIA software at 12:27:48 ET on 09/23/2021 under Order No.2200100983 which expires on 03/01/2022, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA4A) 1 PROJECT: (name and address) CONTRACT INFORMATION: CHANGE ORDER INFORMATION: Waukee Public Safety Facility (WPS) Contract For: Bid Package #14 Audio-Visual Change Order Number: WPS CO 01 (TriCity No. 1) 815 NW 20th Street Waukee, IA 50263 Date: 12.18.2023 Date: 03.18.2024 OWNER: (name and address) ARCHITECT: (name and address) CONSTRUCTION MANAGER: (name and address) City of Waukee OPN Architects Ryan Companies US, Inc. 230 W Hickman Road Waukee, IA 50263 100 Court Avenue, #100 Des Moines, IA 50309 111 East Grand Avenue, Des Moines, IA 50309 CONTRACTOR: (name and address) Tri-City Electric Company of Iowa 6225 N. Brady Street Davenport, IA 52806 THE CONTRACT IS CHANGED AS FOLLOWS: (Insert a detailed description of the change and, if applicable, attach or reference specific exhibits. Also include agreed upon adjustments attributable to executed Construction Change Directives.) Scope modifications will include: WPS CR004: Adding Primary & Non-Contributory language to existing item no. 11.1.1 in the prime contracts. AIA Document A232-2019 General Conditions for Project 11.1.1 shall be revised as follows: ARTICLE 11 INSURANCE AND BONDS § 11.1 Contractor’s Insurance and Bonds § 11.1.1 The Contractor shall purchase and maintain insurance of the types and limits of liability, containing the endorsements, and subject to the terms and conditions, as described in the Agreement or elsewhere in the Contract Documents. The Contractor shall purchase and maintain the required insurance from an insurance company or insurance companies lawfully authorized to issue insurance in the jurisdiction where the Project is located. The Owner, Construction Manager and Construction Manager’s consultants, and the Architect and Architect’s consultants, shall be named as additional insureds under the Contractor’s commercial general liability policy or as otherwise described in the Contract Documents. To the fullest extent permitted by law, the General Liability and Umbrella/Excess Liability insurance afforded to the Owner, Construction Manager and Construction Manager’s consultants, and the Architect and the Architect’s consultants shall be primary insurance and not excess over, or contributing with, any insurance purchased or maintained by Owner, Construction Manager and Construction Manager’s consultants, and the Architect and the Architect’s consultants (CO No. 1_03.18.2024) Zero dollar cost change.Value of $0.00 The original Contract Sum was $ 602,832.00 Net change by previously authorized Change Orders $ 0.00 The Contract Sum prior to this Change Order was $ 602,832.00 The Contract Sum will be increased by this Change Order in the amount of $ 0.00 The new Contract Sum including this Change Order will be $ 602,832.00 The Contract Time will be increased by Zero (0) days. The Contractor’s Work shall be substantially complete on June 5, 2025. NOTE: This Change Order does not include adjustments to the Contract Sum or Guaranteed Maximum Price, or the Contract Time, that have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor, in which case a Change Order is executed to supersede the Construction Change Directive. NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONSTRUCTION MANAGER, CONTRACTOR, AND OWNER. AIA Document G731™ – 2019 (formerly G701™CMa – 1992). Copyright © 1992 and 2019 by The American Institute of Architects. All rights reserved. The “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are registered trademarks and may not be used without permission. This draft was produced by AIA software at 12:27:48 ET on 09/23/2021 under Order No.2200100983 which expires on 03/01/2022, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA4A) 2 OPN Architects Ryan Companies US, Inc. ARCHITECT (Firm name) CONSTRUCTION MANAGER (Firm name) SIGNATURE SIGNATURE Danielle Hermann, Principal Jill Boetger, Project Manager II PRINTED NAME AND TITLE PRINTED NAME AND TITLE DATE: DATE: Tri-City Electric Company of Iowa City of Waukee Iowa CONTRACTOR (Firm name) OWNER (Firm name) SIGNATURE SIGNATURE PRINTED NAME AND TITLE PRINTED NAME AND TITLE Courtney Clarke, Mayor DATE: DATE: AIA ® Document G731™ – 2019 Change Order, Construction Manager as Adviser Edition AIA Document G731™ – 2019 (formerly G701™CMa – 1992). Copyright © 1992 and 2019 by The American Institute of Architects. All rights reserved. The “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are registered trademarks and may not be used without permission. This draft was produced by AIA software at 12:27:48 ET on 09/23/2021 under Order No.2200100983 which expires on 03/01/2022, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA4A) 1 PROJECT: (name and address) CONTRACT INFORMATION: CHANGE ORDER INFORMATION: Waukee Public Safety Facility (WPS) Contract For: Bid Package #15 Earthwork & Utilities Change Order Number: WPS CO 01 (Wenthold No. 1) 815 NW 20th Street Waukee, IA 50263 Date: 12.18.2023 Date: 03.18.2024 OWNER: (name and address) ARCHITECT: (name and address) CONSTRUCTION MANAGER: (name and address) City of Waukee OPN Architects Ryan Companies US, Inc. 230 W Hickman Road Waukee, IA 50263 100 Court Avenue, #100 Des Moines, IA 50309 111 East Grand Avenue, Des Moines, IA 50309 CONTRACTOR: (name and address) Wenthold Excavating, LLC 4008 NE 126th Ave Elkhart, IA 50073 THE CONTRACT IS CHANGED AS FOLLOWS: (Insert a detailed description of the change and, if applicable, attach or reference specific exhibits. Also include agreed upon adjustments attributable to executed Construction Change Directives.) Scope modifications will include: WPS CR004: Adding Primary & Non-Contributory language to existing item no. 11.1.1 in the prime contracts. AIA Document A232-2019 General Conditions for Project 11.1.1 shall be revised as follows: ARTICLE 11 INSURANCE AND BONDS § 11.1 Contractor’s Insurance and Bonds § 11.1.1 The Contractor shall purchase and maintain insurance of the types and limits of liability, containing the endorsements, and subject to the terms and conditions, as described in the Agreement or elsewhere in the Contract Documents. The Contractor shall purchase and maintain the required insurance from an insurance company or insurance companies lawfully authorized to issue insurance in the jurisdiction where the Project is located. The Owner, Construction Manager and Construction Manager’s consultants, and the Architect and Architect’s consultants, shall be named as additional insureds under the Contractor’s commercial general liability policy or as otherwise described in the Contract Documents. To the fullest extent permitted by law, the General Liability and Umbrella/Excess Liability insurance afforded to the Owner, Construction Manager and Construction Manager’s consultants, and the Architect and the Architect’s consultants shall be primary insurance and not excess over, or contributing with, any insurance purchased or maintained by Owner, Construction Manager and Construction Manager’s consultants, and the Architect and the Architect’s consultants (CO No. 1_03.18.2024) Zero dollar cost change.Value of $0.00 The original Contract Sum was $ 803,330.50 Net change by previously authorized Change Orders $ 0.00 The Contract Sum prior to this Change Order was $ 803,330.50 The Contract Sum will be increased by this Change Order in the amount of $ 0.00 The new Contract Sum including this Change Order will be $ 803,330.50 The Contract Time will be increased by Zero (0) days. The Contractor’s Work shall be substantially complete on June 5, 2025. NOTE: This Change Order does not include adjustments to the Contract Sum or Guaranteed Maximum Price, or the Contract Time, that have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor, in which case a Change Order is executed to supersede the Construction Change Directive. NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONSTRUCTION MANAGER, CONTRACTOR, AND OWNER. AIA Document G731™ – 2019 (formerly G701™CMa – 1992). Copyright © 1992 and 2019 by The American Institute of Architects. All rights reserved. The “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are registered trademarks and may not be used without permission. This draft was produced by AIA software at 12:27:48 ET on 09/23/2021 under Order No.2200100983 which expires on 03/01/2022, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA4A) 2 OPN Architects Ryan Companies US, Inc. ARCHITECT (Firm name) CONSTRUCTION MANAGER (Firm name) SIGNATURE SIGNATURE Danielle Hermann, Principal Jill Boetger, Project Manager II PRINTED NAME AND TITLE PRINTED NAME AND TITLE DATE: DATE: Wenthold Excavating, LLC City of Waukee Iowa CONTRACTOR (Firm name) OWNER (Firm name) SIGNATURE SIGNATURE PRINTED NAME AND TITLE PRINTED NAME AND TITLE Courtney Clarke, Mayor DATE: DATE: AIA ® Document G731™ – 2019 Change Order, Construction Manager as Adviser Edition AIA Document G731™ – 2019 (formerly G701™CMa – 1992). Copyright © 1992 and 2019 by The American Institute of Architects. All rights reserved. The “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are registered trademarks and may not be used without permission. This draft was produced by AIA software at 12:27:48 ET on 09/23/2021 under Order No.2200100983 which expires on 03/01/2022, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA4A) 1 PROJECT: (name and address) CONTRACT INFORMATION: CHANGE ORDER INFORMATION: Waukee Public Safety Facility (WPS) Contract For: Bid Package #16 SWPPP Change Order Number: WPS CO 01 (Absolute No. 1) 815 NW 20th Street Waukee, IA 50263 Date: 12.18.2023 Date: 03.18.2024 OWNER: (name and address) ARCHITECT: (name and address) CONSTRUCTION MANAGER: (name and address) City of Waukee OPN Architects Ryan Companies US, Inc. 230 W Hickman Road Waukee, IA 50263 100 Court Avenue, #100 Des Moines, IA 50309 111 East Grand Avenue, Des Moines, IA 50309 CONTRACTOR: (name and address) Absolute Concrete Construction, Inc. dba Absolute Group P.O. Box 430 Granger, IA 50109 THE CONTRACT IS CHANGED AS FOLLOWS: (Insert a detailed description of the change and, if applicable, attach or reference specific exhibits. Also include agreed upon adjustments attributable to executed Construction Change Directives.) Scope modifications will include: WPS CR004: Adding Primary & Non-Contributory language to existing item no. 11.1.1 in the prime contracts. AIA Document A232-2019 General Conditions for Project 11.1.1 shall be revised as follows: ARTICLE 11 INSURANCE AND BONDS § 11.1 Contractor’s Insurance and Bonds § 11.1.1 The Contractor shall purchase and maintain insurance of the types and limits of liability, containing the endorsements, and subject to the terms and conditions, as described in the Agreement or elsewhere in the Contract Documents. The Contractor shall purchase and maintain the required insurance from an insurance company or insurance companies lawfully authorized to issue insurance in the jurisdiction where the Project is located. The Owner, Construction Manager and Construction Manager’s consultants, and the Architect and Architect’s consultants, shall be named as additional insureds under the Contractor’s commercial general liability policy or as otherwise described in the Contract Documents. To the fullest extent permitted by law, the General Liability and Umbrella/Excess Liability insurance afforded to the Owner, Construction Manager and Construction Manager’s consultants, and the Architect and the Architect’s consultants shall be primary insurance and not excess over, or contributing with, any insurance purchased or maintained by Owner, Construction Manager and Construction Manager’s consultants, and the Architect and the Architect’s consultants (CO No. 1_03.18.2024) Zero dollar cost change.Value of $0.00 The original Contract Sum was $ 155,000.00 Net change by previously authorized Change Orders $ 0.00 The Contract Sum prior to this Change Order was $ 155,000.00 The Contract Sum will be increased by this Change Order in the amount of $ 0.00 The new Contract Sum including this Change Order will be $ 155,000.00 The Contract Time will be increased by Zero (0) days. The Contractor’s Work shall be substantially complete on June 5, 2025. NOTE: This Change Order does not include adjustments to the Contract Sum or Guaranteed Maximum Price, or the Contract Time, that have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor, in which case a Change Order is executed to supersede the Construction Change Directive. NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONSTRUCTION MANAGER, CONTRACTOR, AND OWNER. AIA Document G731™ – 2019 (formerly G701™CMa – 1992). Copyright © 1992 and 2019 by The American Institute of Architects. All rights reserved. The “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are registered trademarks and may not be used without permission. This draft was produced by AIA software at 12:27:48 ET on 09/23/2021 under Order No.2200100983 which expires on 03/01/2022, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA4A) 2 OPN Architects Ryan Companies US, Inc. ARCHITECT (Firm name) CONSTRUCTION MANAGER (Firm name) SIGNATURE SIGNATURE Danielle Hermann, Principal Jill Boetger, Project Manager II PRINTED NAME AND TITLE PRINTED NAME AND TITLE DATE: DATE: Absolute Concrete Construction, Inc. dba Absolute Group City of Waukee Iowa CONTRACTOR (Firm name) OWNER (Firm name) SIGNATURE SIGNATURE PRINTED NAME AND TITLE PRINTED NAME AND TITLE Courtney Clarke, Mayor DATE: DATE: AIA ® Document G731™ – 2019 Change Order, Construction Manager as Adviser Edition AIA Document G731™ – 2019 (formerly G701™CMa – 1992). Copyright © 1992 and 2019 by The American Institute of Architects. All rights reserved. The “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are registered trademarks and may not be used without permission. This draft was produced by AIA software at 12:27:48 ET on 09/23/2021 under Order No.2200100983 which expires on 03/01/2022, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA4A) 1 PROJECT: (name and address) CONTRACT INFORMATION: CHANGE ORDER INFORMATION: Waukee Public Safety Facility (WPS) Contract For: Bid Package #17 Site Concrete Change Order Number: WPS CO 01 (Jordison No. 1) 815 NW 20th Street Waukee, IA 50263 Date: 12.18.2023 Date: 03.18.2024 OWNER: (name and address) ARCHITECT: (name and address) CONSTRUCTION MANAGER: (name and address) City of Waukee OPN Architects Ryan Companies US, Inc. 230 W Hickman Road Waukee, IA 50263 100 Court Avenue, #100 Des Moines, IA 50309 111 East Grand Avenue, Des Moines, IA 50309 CONTRACTOR: (name and address) Jordison Construction, Inc. 12014 Ridgemont Drive Urbandale, IA 50323 THE CONTRACT IS CHANGED AS FOLLOWS: (Insert a detailed description of the change and, if applicable, attach or reference specific exhibits. Also include agreed upon adjustments attributable to executed Construction Change Directives.) Scope modifications will include: WPS CR004: Adding Primary & Non-Contributory language to existing item no. 11.1.1 in the prime contracts. AIA Document A232-2019 General Conditions for Project 11.1.1 shall be revised as follows: ARTICLE 11 INSURANCE AND BONDS § 11.1 Contractor’s Insurance and Bonds § 11.1.1 The Contractor shall purchase and maintain insurance of the types and limits of liability, containing the endorsements, and subject to the terms and conditions, as described in the Agreement or elsewhere in the Contract Documents. The Contractor shall purchase and maintain the required insurance from an insurance company or insurance companies lawfully authorized to issue insurance in the jurisdiction where the Project is located. The Owner, Construction Manager and Construction Manager’s consultants, and the Architect and Architect’s consultants, shall be named as additional insureds under the Contractor’s commercial general liability policy or as otherwise described in the Contract Documents. To the fullest extent permitted by law, the General Liability and Umbrella/Excess Liability insurance afforded to the Owner, Construction Manager and Construction Manager’s consultants, and the Architect and the Architect’s consultants shall be primary insurance and not excess over, or contributing with, any insurance purchased or maintained by Owner, Construction Manager and Construction Manager’s consultants, and the Architect and the Architect’s consultants (CO No. 1_03.18.2024) Zero dollar cost change.Value of $0.00 The original Contract Sum was $ 1,110,000.00 Net change by previously authorized Change Orders $ 0.00 The Contract Sum prior to this Change Order was $ 1,110,000.00 The Contract Sum will be increased by this Change Order in the amount of $ 0.00 The new Contract Sum including this Change Order will be $ 1,110,000.00 The Contract Time will be increased by Zero (0) days. The Contractor’s Work shall be substantially complete on June 5, 2025. NOTE: This Change Order does not include adjustments to the Contract Sum or Guaranteed Maximum Price, or the Contract Time, that have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor, in which case a Change Order is executed to supersede the Construction Change Directive. NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONSTRUCTION MANAGER, CONTRACTOR, AND OWNER. AIA Document G731™ – 2019 (formerly G701™CMa – 1992). Copyright © 1992 and 2019 by The American Institute of Architects. All rights reserved. The “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are registered trademarks and may not be used without permission. This draft was produced by AIA software at 12:27:48 ET on 09/23/2021 under Order No.2200100983 which expires on 03/01/2022, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA4A) 2 OPN Architects Ryan Companies US, Inc. ARCHITECT (Firm name) CONSTRUCTION MANAGER (Firm name) SIGNATURE SIGNATURE Danielle Hermann, Principal Jill Boetger, Project Manager II PRINTED NAME AND TITLE PRINTED NAME AND TITLE DATE: DATE: Jordison Construction, Inc. City of Waukee Iowa CONTRACTOR (Firm name) OWNER (Firm name) SIGNATURE SIGNATURE PRINTED NAME AND TITLE PRINTED NAME AND TITLE Courtney Clarke, Mayor DATE: DATE: AIA ® Document G731™ – 2019 Change Order, Construction Manager as Adviser Edition AIA Document G731™ – 2019 (formerly G701™CMa – 1992). Copyright © 1992 and 2019 by The American Institute of Architects. All rights reserved. The “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are registered trademarks and may not be used without permission. This draft was produced by AIA software at 12:27:48 ET on 09/23/2021 under Order No.2200100983 which expires on 03/01/2022, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA4A) 1 PROJECT: (name and address) CONTRACT INFORMATION: CHANGE ORDER INFORMATION: Waukee Public Safety Facility (WPS) Contract For: Bid Package #18 Landscape & Irrigation Change Order Number: WPS CO 01 (Alpha No. 1) 815 NW 20th Street Waukee, IA 50263 Date: 12.18.2023 Date: 03.18.2024 OWNER: (name and address) ARCHITECT: (name and address) CONSTRUCTION MANAGER: (name and address) City of Waukee OPN Architects Ryan Companies US, Inc. 230 W Hickman Road Waukee, IA 50263 100 Court Avenue, #100 Des Moines, IA 50309 111 East Grand Avenue, Des Moines, IA 50309 CONTRACTOR: (name and address) Alpha Landscapes LLC 31273 510th Ave Slater, IA 50244 THE CONTRACT IS CHANGED AS FOLLOWS: (Insert a detailed description of the change and, if applicable, attach or reference specific exhibits. Also include agreed upon adjustments attributable to executed Construction Change Directives.) Scope modifications will include: WPS CR004: Adding Primary & Non-Contributory language to existing item no. 11.1.1 in the prime contracts. AIA Document A232-2019 General Conditions for Project 11.1.1 shall be revised as follows: ARTICLE 11 INSURANCE AND BONDS § 11.1 Contractor’s Insurance and Bonds § 11.1.1 The Contractor shall purchase and maintain insurance of the types and limits of liability, containing the endorsements, and subject to the terms and conditions, as described in the Agreement or elsewhere in the Contract Documents. The Contractor shall purchase and maintain the required insurance from an insurance company or insurance companies lawfully authorized to issue insurance in the jurisdiction where the Project is located. The Owner, Construction Manager and Construction Manager’s consultants, and the Architect and Architect’s consultants, shall be named as additional insureds under the Contractor’s commercial general liability policy or as otherwise described in the Contract Documents. To the fullest extent permitted by law, the General Liability and Umbrella/Excess Liability insurance afforded to the Owner, Construction Manager and Construction Manager’s consultants, and the Architect and the Architect’s consultants shall be primary insurance and not excess over, or contributing with, any insurance purchased or maintained by Owner, Construction Manager and Construction Manager’s consultants, and the Architect and the Architect’s consultants (CO No. 1_03.18.2024) Zero dollar cost change.Value of $0.00 The original Contract Sum was $ 653,784.00 Net change by previously authorized Change Orders $ 0.00 The Contract Sum prior to this Change Order was $ 653,784.00 The Contract Sum will be increased by this Change Order in the amount of $ 0.00 The new Contract Sum including this Change Order will be $ 653,784.00 The Contract Time will be increased by Zero (0) days. The Contractor’s Work shall be substantially complete on June 5, 2025. NOTE: This Change Order does not include adjustments to the Contract Sum or Guaranteed Maximum Price, or the Contract Time, that have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor, in which case a Change Order is executed to supersede the Construction Change Directive. NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONSTRUCTION MANAGER, CONTRACTOR, AND OWNER. AIA Document G731™ – 2019 (formerly G701™CMa – 1992). Copyright © 1992 and 2019 by The American Institute of Architects. All rights reserved. The “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are registered trademarks and may not be used without permission. This draft was produced by AIA software at 12:27:48 ET on 09/23/2021 under Order No.2200100983 which expires on 03/01/2022, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA4A) 2 OPN Architects Ryan Companies US, Inc. ARCHITECT (Firm name) CONSTRUCTION MANAGER (Firm name) SIGNATURE SIGNATURE Danielle Hermann, Principal Jill Boetger, Project Manager II PRINTED NAME AND TITLE PRINTED NAME AND TITLE DATE: DATE: Alpha Landscapes LLC City of Waukee Iowa CONTRACTOR (Firm name) OWNER (Firm name) SIGNATURE SIGNATURE PRINTED NAME AND TITLE PRINTED NAME AND TITLE Courtney Clarke, Mayor DATE: DATE: