Y26-717_Specifications.pdf

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Corrections FDC BAS Replacement and Fire Alarm Upgrade
Solicitation number
Y26-717
Issued by
Orange County, Orlando City, Florida

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Summary of Orange County Corrections Female Detention Center Building Automation System Replacement and Fire Alarm Upgrade

This is a comprehensive specification document and construction contract opportunity issued by Orange County, Florida for the Corrections FDC BAS Replacement and Fire Alarm Upgrade project (Y26-717). The project involves complete replacement of the existing Schneider Building Automation System (BAS) with a Johnson Controls Metasys system, replacement of the fire alarm system, and upgrades to the smoke control system at the Female Detention Center. Key deliverables include furnishing and installing direct digital control systems, networked controllers, custom application controllers, VAV terminal units, sensors, transmitters, actuators, dampers, control valves, field wiring, and a web-based operator interface with trend analysis, alarm management, and energy monitoring capabilities. The project requires achievement of Substantial Completion within 335 consecutive calendar days and Final Completion within 365 consecutive calendar days from the Notice to Proceed. Electronic sealed bids are being accepted through the OpenGov e-Procurement Platform with submission deadlines that have been extended multiple times (originally February 5, 2026, subsequently March 3, 2026, March 17, 2026, and April 7, 2026, all at 4:00 pm EST). A non-mandatory pre-bid meeting and site visit were scheduled for January 13, 2026. Questions must be submitted by January 22, 2026, at 5:00 pm EST.

The estimated project cost is $6,000,000, with a required bid bond of not less than 10% of the total contract amount for bids exceeding $100,000. Bidders must be approved manufacturers from a specified list including Trane, Johnson Controls Metasys, Reliable Controls, or Automated Logic Corporation, with demonstrated experience completing projects valued at least ten times the contract amount within the preceding five years. Contractors must maintain a local branch facility within 50 miles capable of providing 24/7 support with a maximum 2-hour response time, and must provide evidence of successful completion of at least three similar projects within the past five years, including at least one at a high-security facility. Required insurance includes workers' compensation and commercial general liability coverage of at least $1,000,000. The contract includes a 36-month warranty period commencing at Final Completion, with annual full system checks and software upgrades provided at no additional cost to the County. All BAS hardware must remain under manufacture and support for a minimum of 36 months from the warranty start date, and the contractor must provide 36 months of future software upgrades beginning at Final Completion.

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Y26-717_Specifications.pdf PDF
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Y26-717_Specifications.pdf PDF
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SPECIFICATIONS

FOR

BUILDING AUTOMATION, FIRE ALARM,

AND SMOKE CONTROL SYSTEM

REPLACEMENTS

AT

ORANGE COUNTY CORRECTIONS

FEMALE DETENTION CENTER

HANSON No. 17G0159D1 April 26, 2024

Prepared By:

Hanson Professional Services, Inc.

2300 Maitland Center Pkwy, Ste. 310 Maitland, FL 32751

100% CDs

ORANGE COUNTY CORRECTIONS 100% CDs

FEMALE DETENTION CENTER

BUILDING AUTOMATION, FIRE ALARM, AND

SMOKE CONTROL SYSTEM REPLACEMENTS

TABLE OF CONTENTS 000110 - 1

SECTION 000110 – TABLE OF CONTENTS

PROCUREMENT AND CONTRACTING DOCUMENTS GROUP

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 10 TABLE OF CONTENTS

00 01 15 LIST OF DRAWING SHEETS

SPECIFICATIONS GROUP

General Requirements Subgroup

DIVISION 01 - GENERAL REQUIREMENTS

01 01 00 SUMMARY OF WORK

01 02 70 APPLICATION FOR PAYMENT

01 03 50 MODIFICATION PROCEDURES

01 04 00 PROJECT COORDINATION

01 04 50 CUTTING AND PATCHING

01 09 50 REFERENCE STANDARDS AND DEFINITIONS

01 20 00 PROJECT MEETINGS

01 30 00 SUBMITTALS

01 32 00 CONSTRUCTION PROGRESS DOCUMENTATION

01 32 30 PHOTOGRAPHIC DOCUMENTATION

01 50 00 TEMPORARY FACILITIES AND CONTROLS

01 60 00 MATERIALS AND EQUIPMENT

01 63 10 PRODUCT SUBSTITUTIONS

01 70 00 PROJECT CLOSE-OUT

01 73 00 EXECUTION

01 74 00 WARRANTIES AND BONDS

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 79 00 DEMONSTRATION AND TRAINING

Facility Services Subgroup

DIVISION 4 – MASONRY

04 22 00 CONCRETE UNIT MASONRY

DIVISION 5 – METALS

05 51 00 FIXED METAL LADDER

DIVISION 7 – THERMAL AND MOISTURE PROTECTION

07 22 00 ROOF AND DECK INSULATION

07 54 04 FULLY ADHERED THERMOPLASTIC MEMBRANE ROOFING

07 54 04.13 WARRANTY

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TABLE OF CONTENTS 000110 - 2

07 60 00 FLASHING AND SHEET METAL

07 84 13 PENETRATION FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 8 – OPENINGS

08 71 11 DOOR HARDWARE

08 31 13.53 SECURITY ACCESS DOORS AND FRAMES

DIVISION 9 – FINISHES

09 91 00 PAINTINGS

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 05 13 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT

23 05 53 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 09 23 DIRECT DIGITAL CONTROL (DDC) SYSTEM FOR HVAC

23 31 13 METAL DUCTS

23 33 00 AIR DUCT ACCESSORIES

23 33 46 FLEXIBLE DUCTS

23 34 23 HVAC POWER VENTILATORS

23 37 13.23 REGISTERS AND GRILLES

23 37 13.43 SECURITY REGISTERS AND GRILLES

DIVISION 26 - ELECTRICAL

26 00 10 GENERAL ELECTRICAL PROVISIONS

26 00 11 SUBMITTAL IDENTIFICATION SHEET

26 00 50 BASIC ELECTRIC MATERIALS AND METHODS

26 01 10 RACEWAYS

26 01 20 WIRES & CABLES

26 01 30 BOXES

26 01 33 TERMINAL CABINETS

26 01 70 CIRCUIT & MOTOR DISCONNECTS

26 01 95 ELECTRICAL SYSTEMS IDENTIFICATION

26 04 50 SECONDARY GROUNDING

26 04 71 CIRCUIT BREAKER PANELBOARDS

26 04 75 OVERCURRENT PROTECTIVE DEVICES

26 09 50 TESTING

26 27 26 WIRING DEVICES

26 29 23 VARIABLE-FREQUENCY MOTOR CONTROLLERS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 11 DIGITAL, ADDRESSABLE FIRE-ALARM SYSTEM

END OF TABLE OF CONTENTS

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LIST OF DRAWING SHEETS 000115 - 1

SECTION 000115 - LIST OF DRAWING SHEETS

PART 1 - GENERAL

1.1 LIST OF DRAWINGS

A. List of Drawings: Drawings consist of the following Contract Drawings and other drawings of type indicated:

G-001-COVER SHEET

G-021-UL DEFINITIONS AND ASSEMBLIES

G-022-SMOKE CONTROL SYSTEM GENERAL NOTES

S-001-STRUCTURAL GENERAL NOTES

S-301-EXISTING ROOF PLAN - AREA A

S-302-EXISTING ROOF PLAN - AREA B

S-304-EXISTING ROOF PLAN - AREA D

A-101-FLOOR PLAN

A-121-OVERALL FIRST FLOOR CEILING PLAN

A-141.2-ROOF PLAN - AREA 2

A-141.3-ROOF PLAN - AREA 3

A-141.4-ROOF PLAN - AREA 4

M-001-MECHANICAL NOTES, LEGENDS, AND ABBREVIATIONS

MD-101-HVAC DEMOLITION PLAN - FIRST FLOOR - AREA A

MD-102-HVAC DEMOLITION PLAN - FIRST FLOOR - AREA B

MD-103-HVAC DEMOLITION PLAN - FIRST FLOOR - AREA C

MD-104-HVAC DEMOLITION PLAN - FIRST FLOOR - AREA D

MD-201-HVAC DEMOLITION PLAN - SECOND FLOOR - AREA A

MD-202-HVAC DEMOLITION PLAN - SECOND FLOOR - AREA B

MD-203-HVAC DEMOLITION PLAN - SECOND FLOOR - AREA D

MD-301-HVAC DEMOLITION PLAN - ROOF - AREA A

A-141.1-ROOF PLAN - AREA 1

A-141.2-ROOF PLAN - AREA 2

A-141.3-ROOF PLAN - AREA 3

A-141.4-ROOF PLAN - AREA 4

M-001-MECHANICAL NOTES, LEGENDS, AND ABBREVIATIONS

MD-101-HVAC DEMOLITION PLAN - FIRST FLOOR - AREA A

MD-102-HVAC DEMOLITION PLAN - FIRST FLOOR - AREA B

MD-103-HVAC DEMOLITION PLAN - FIRST FLOOR - AREA C

MD-104-HVAC DEMOLITION PLAN - FIRST FLOOR - AREA D

MD-201-HVAC DEMOLITION PLAN - SECOND FLOOR - AREA A

MD-202-HVAC DEMOLITION PLAN - SECOND FLOOR - AREA B

MD-203-HVAC DEMOLITION PLAN - SECOND FLOOR - AREA D

MD-301-HVAC DEMOLITION PLAN - ROOF - AREA A

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MD-302-HVAC DEMOLITION PLAN - ROOF - AREA B

MD-303-HVAC DEMOLITION PLAN - ROOF - AREA C

MD-304-HVAC DEMOLITION PLAN - ROOF - AREA D

M-101-HVAC RENOVATION PLAN - FIRST FLOOR - AREA A

M-102-HVAC RENOVATION PLAN - FIRST FLOOR - AREA B

M-103-HVAC RENOVATION PLAN - FIRST FLOOR - AREA C

M-104-HVAC RENOVATION PLAN - FIRST FLOOR - AREA D

M-201-HVAC RENOVATION PLAN - SECOND FLOOR - AREA A

M-202-HVAC RENOVATION PLAN - SECOND FLOOR - AREA B

M-203-HVAC RENOVATION PLAN - SECOND FLOOR - AREA D

M-301-HVAC RENOVATION PLAN - ROOF - AREA A

M-302-HVAC RENOVATION PLAN - ROOF - AREA B

M-303-HVAC RENOVATION PLAN - ROOF - AREA C

M-304-HVAC RENOVATION PLAN - ROOF - AREA D

M-501-CONTROL SCHEMATICS

M-502-CONTROL SCHEMATICS

M-503-CONTROL SCHEMATICS

M-504-CONTROL SCHEMATICS

M-505-CONTROL SCHEMATICS

M-506-DETAILS

M-601-RENOVATION SCHEDULES

M-602-RENOVATION SCHEDULES

M-603-EXISTING SCHEDULES

M-604-EXISTING SCHEDULES

M-605-EXISTING SCHEDULES

M-606-EXISTING SCHEDULES

M-901-REFERENCE SHEETS

M-902-REFERENCE SHEETS

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LIST OF DRAWING SHEETS 000115 - 3

M-903-REFERENCE SHEETS

M-904-REFERENCE SHEETS

M-905-REFERENCE SHEETS

M-906-REFERENCE SHEETS

E-001-GENERAL ELECTRICAL NOTES, LEGEND AND ABBREVIATIONS

ED-301-ELECTRICAL DEMOLITION PLAN - ROOF - AREA A

ED-302-ELECTRICAL DEMOLITION PLAN - ROOF - AREA B

ED-303-ELECTRICAL DEMOLITION PLAN - ROOF - AREA C

ED-304-ELECTRICAL DEMOLITION PLAN - ROOF - AREA D

E-103-ELECTRICAL RENOVATION PLAN - FIRST FLOOR - AREA C

E-301-ELECTRICAL RENOVATION PLAN - ROOF - AREA A

E-302-ELECTRICAL RENOVATION PLAN - ROOF - AREA B

E-303-ELECTRICAL RENOVATION PLAN - ROOF - AREA C

E-304-ELECTRICAL RENOVATION PLAN - ROOF - AREA D

E-401-ELECTRICAL RENOVATION ONE-LINE DIAGRAM

E-601-PANEL SCHEDULES

FAD-101-FIRE ALARM DEMOLITION PLAN - FIRST FLOOR - AREA A

FAD-102-FIRE ALARM DEMOLITION PLAN - FIRST FLOOR - AREA B

FAD-103-FIRE ALARM DEMOLITION PLAN - FIRST FLOOR - AREA C

FAD-104-FIRE ALARM DEMOLITION PLAN - FIRST FLOOR - AREA D

FA-101-FIRE ALARM RENOVATION PLAN - FIRST FLOOR - AREA A

FA-102-FIRE ALARM RENOVATION PLAN - FIRST FLOOR - AREA B

FA-103-FIRE ALARM RENOVATION PLAN - FIRST FLOOR - AREA C

FA-103.1-SMOKE CONTROLS RENOVATION PLAN - FIRST FLOOR - AREA C

FA-104-FIRE ALARM RENOVATION PLAN - FIRST FLOOR - AREA D

FA-201-FIRE ALARM RENOVATION PLAN - SECOND FLOOR - AREA A

FA-201.1-SMOKE CONTROL RENOVATION PLAN - SECOND FLOOR - AREA A

FA-202-FIRE ALARM RENOVATION PLAN - SECOND FLOOR - AREA B

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LIST OF DRAWING SHEETS 000115 - 4

FA-202.1-SMOKE CONTROL RENOVATION PLAN - SECOND FLOOR - AREA B

FA-204-FIRE ALARM RENOVATION PLAN - SECOND FLOOR - AREA D

FA-204.1-SMOKE CONTROL RENOVATION PLAN - SECOND FLOOR - AREA D

FA-302-SMOKE ZONE LAYOUT

FA-401-FIRE ALARM RISER DIAGRAM

FA-501-DETAILS

FA-601-SMOKE CONTROL SYSTEM OPERATION MATRIX

FA-602-SMOKE CONTROL DAMPER OPERATION MATRIX

PART 2 - PRODUCTS

2.1 Not Used

PART 3 - EXECUTION

3.1 Not Used

END OF SECTION 000115

SUMMARY OF WORK 010100 - 1

ORANGE COUNTY CORRECTIONS

BUILDING AUTOMATION, FIRE ALARM, AND

SMOKE CONTROL SYSTEM REPLACEMENTS

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SECTION 010100 - SUMMARY OF WORK

PART 1 GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division-1 Specification Sections, apply to this Section.

1.02 PROJECT DESCRIPTION

A. Performance of all tasks specified in the contract documents shall be the responsibility of the contractor unless specified otherwise.

1.03 SCOPE OF WORK

A. Summary of Work:

Structural:

1. Roof deck infill for removed equipment.

Architectural:

1. Support for smoke exhaust fans.

2. Adding walking pads and ladder to roof.

Mechanical:

1. Replacement of the existing Schneider BAS system with Johnson Controls

Metasys. Replacement of equipment controls components.

2. Replacement of the existing smoke exhaust fans with new fans sized per the rational analysis.

3. Demolition of the existing supply pressurization fans per the rational analysis.

4. Replacement of all life safety dampers.

Electrical:

1. Replacement of the existing fire alarm system, including the FACP, end devices, relays, and wiring.

2. Supporting HVAC replacement

1.04 CONTRACTOR RESPONSIBILITIES

A. The contractor shall have all submittals approved by the Engineer and accepted by the Owner prior to the start of active construction.

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B. The contractor shall have all equipment and material onsite prior to the start of active construction.

C. The contractor shall submit to the Owner prior to the project pre-construction meeting the following:

1. Preliminary Schedule of Values

2. Construction Schedule

3. Submittal Schedule

4. Emergency Telephone List including subcontractors and suppliers.

D. The contractor shall field verify existing conditions of construction prior to start of active construction.

1.05 WORK UNDER OTHER CONTRACTS

A. Separate contracts may be issued to perform certain construction operations at the site. The contractor of this project will allow reasonable access and coordination to the other contractor/s.

1.06 WORK SEQUENCE

A. Portions of the facility shall remain occupied and operational while work is in progress. The facility shall remain occupied and operational while work is in progress. All work shall be fully coordinated in writing with Orange County Project Manager prior to commencement of work. Material and equipment deliveries shall be made during normal business hours.

B. The contractor may work on the weekends at his or her discretion with prior written approval from Orange County Project Manager. Weekend work shall not be an additional cost to the Owner. The contractor will coordinate with the Orange County Project Manager for access to the building on weekends and after-hours work.

C. Orange County Project Manager shall direct contractor on which days and hours are acceptable for work.

1.07 CONTRACTOR USE OF PREMISES

A. General: During the construction period, the Contractor shall have limited use of the premises for construction operations, including use of the site. The Contractor shall coordinate which areas are acceptable to Orange County Staff for use during the life of the project. The Contractor’s use of the premises is limited only by the Owner’s right to perform construction operations with its own forces or to employ separate contractors on portion of the project.

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B. General: Limited use of the premises to construction activities in areas indicated within the limit of the premises. The Contractor may use any portion(s) of the site for storage or work areas only with prior approval from Orange County Project Manager.

1. Confine operations to areas within Contract limits indicated on the

Drawings. Portions of the site beyond areas in which construction operations are indicated are not to be disturbed.

2. Keep driveways and entrances serving the premises clear and available to the Owner and the Owners’ employees at all times. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on site.

3. Burial of Waste Materials: Do not dispose of organic and hazardous material on site, either by burial or by burning.

4. Comply with Owner’s requirements for ingress and egress procedures, prohibitions against firearms, procedures for transportation of workers, safety and fire prevention requirements, and all applicable pollution control requirements. Refer to the following reference documents:

a. Orange County Safety and Health Manual

b. Orange County Policy Manual (pg. 100 regarding firearms)

5. Require all employees and subcontractors to wear no-objectionable clothing; prohibit revealing clothing and articles of clothing with offensive writing displayed. Remove from premises all personnel until such clothing is changed.

6. All personnel shall abide by the Orange County Tobacco Free policy while on any Orange County property. Policy applies to buildings, parking lots, parks, break areas, and work sites. Tobacco products are defined as cigars, cigarettes, pipes, e-cigs, chewing tobacco and snuff. Failure to abide by the policy may result in civil penalties levied under Chapter 386, Florida Statutes and Contract enforcement remedies.

1.08 DISTRIBUTION OF RELATED DOCUMENTS

A. The Contractor is solely responsible for the distribution of ALL related documents/drawings to ALL appropriate vendors/subcontractors to ensure proper coordination of all aspects of the project and its related parts during bidding and construction.

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1.09 CONTRACT DOCUMENT FILE

A. Copies of the Contract Documents, Plans, Specifications, Addenda, Change Orders, Engineers Supplemental Instructions, approved Shop Drawings, Substitution Acceptances, etc. shall be placed and maintained at the project site by the Contractor throughout the entire contract period. These said documents shall be filed in a manner that allows for ease of retrieval. Documents shall be made available to the Engineer and the County's representatives throughout this same period.

1.10 SECURITY AND IDENTIFICATION

A. All costs for background investigations will be the Contractor’s responsibility. The County shall have the right to request any additional investigative background information including, but not limited to, employment records, Right-to Know records, E-verify system records (If the contractor uses this service as a means to determine employee eligibility), training records, payroll records, position for which hired including site location of any personnel assigned to perform the services.

Furnish, in writing, all such information to the extent allowed by law, prior to commencement of services. The County reserves the right to conduct its own investigation of any employee or subcontractor of the Contractor.

B. Background Checks for the Contractor’s staff must be approved by Orange

County’s security team prior to working in any County facility. Obtain necessary forms for background checks for work at Orange County. All Contractor’s staff background checks will be sent to the Orange County project Manager for approval.

C. For security purposes and to maintain privacy, please submit a FDLE Background

Checks via email. The subject line of the email must contain the following

***EXEMPT***

D. Orange County will inform the Contractor of their Background Check results. Upon

Background Check approval, the contractor’s staff shall arrange an appointment with the Orange County staff to obtain an Orange County ID Badge. An Affidavit of Identity form (Issued by Contractor) and a State of Florida ID or Driver’s License will be required.

E. Contractor’s employees will not be allowed in Orange County facilities without completed and approved background investigations.

1.11 BUILDING/SITE SECURITY REQUIREMENTS

A. Provide security for each and every day that work is being performed on Site.

The security firm that will be used is:

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G4S Security Systems (USA), Inc.

Contact: Jose Troche, MBA Phone: 407 207 3221 Jose.troche@usa.g4s.com

1.12 OWNER OCCUPANCY

A. The Owner will occupy the building and areas next to the Work area. The facility is occupied 24 hours per day, 7 days per week. Coordinate with the Owner’s representative to schedule all work. If existing equipment or systems are taken out of operation in order to accomplish work, the Contractor shall bring such equipment/systems back into operation as soon as possible and prior to the Contractor vacating the area.

1. A certificate of Substantial Completion will be executed for each specific portion of the Work to be occupied prior to full completion and Owner occupancy

2. Obtain a Certificate of Occupancy from the local building officials prior to

Owner occupancy.

3. Prior to partial occupancy, mechanical and electrical systems shall be fully operational. Required inspections and tests shall have been successfully completed. Upon occupancy, the Owner will provide operation and maintenance of mechanical and electrical systems in occupied portions of the building.

PART 2 PRODUCTS

2.01 ASBESTOS FREE MATERIAL

A. Contractor shall provide a written and notarized statement on company letterhead(s) to certify and warrant that ONLY ASBESTOS FREE MATERIALS AND PRODUCTS were provided as required by the Engineer. Such statement shall be submitted with the final payment request. Final payment shall not be made until such statement is submitted. Contractor agrees that if materials containing asbestos are subsequently discovered at any future time to have been included in the construction, the Contractor shall be liable for all costs related to the redesign or modification of the construction of the project so that materials containing asbestos are removed from the facility. If construction has begun or has been completed pursuant to a design that includes asbestos containing materials, the Contractor shall also be liable for all costs related to the abatement of such asbestos.

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PART 3 EXECUTION (Not applicable).

END OF SECTION 010100

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APPLICATION FOR PAYMENT 010270 - 1

SECTION 010270 - APPLICATION FOR PAYMENT

PART I GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section.

1.02 SUMMARY

A. This Section specifies administrative and procedural requirements governing the Contractor’s Applications for Payment.

B. The Contractor’s Construction Schedule and Submittal Schedule are included in Section 013000 – SUBMITTALS.

1.03 SCHEDULE OF VALUES

A. Coordinate preparation of the Schedule of Values with preparation of Contractor’s Construction Schedule.

1. Submit the Schedule of Values to the Owner at the earliest feasible date, but in no case later than Preconstruction Meeting. Refer to Section 012000.

2. Sub-Schedules: Where the Work is separated into phases that require separately phased payments, provide sub-schedules showing values correlated with each phase of payment.

B. Format and Content: Use the Project Manual Table of Contents as a guide to establish the format for the Schedule of Values.

1. Identification: Include the following project identification on the Schedule of Values:

a. Project name and location.

b. Name of the Engineer

c. Project Number

d. Contractor’s name and address

e. Date of submittal

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APPLICATION FOR PAYMENT 010270 - 2

2. Arrange the Schedule of Values in a tabular form with separate columns to indicate the following for each item listed:

a. Generic name

b. Related Specification Section

c. Change Orders (numbers) that have affected value

d. Dollar Value

e. Percentage of Contract Sum to the nearest one-hundredth percent, adjusted to total 100 percent

3. Provide a breakdown of the Contract Sum in sufficient detail to facilitate continued evaluation of Applications for Payment and progress reports.

Break principal subcontract amounts down into several line items:

a. A value will be given for at least every major specification section (subsections can logically be grouped together).

b. A single material subcontractor (i.e. sod, window blinds) will not be required to be broken down into labor and material unless it is anticipated the materials will be stored and invoiced prior to installation.

c. All multiple item subcontracts or work items (i.e. concrete, roofing, painting, mechanical, electrical items, etc.) will be shown broken down at least in labor and material (all taxes, burden and overhead and profit included).

d. Mobilization (move-on, bond, insurance, temporary office and sanitary service installation) shall not exceed 5% of contract price.

e. For multi-story work all items broken down per floor.

f. Concrete broken down at least into foundation slab on grade, columns, beams and suspended slabs.

g. Masonry divided into C.M.U. brick, stem walls, exterior walls, interior walls and elevator shaft.

h. Plumbing broken down at least into underslab rough-in, vents and stacks supply piping, equipment items (each listed separately), fixtures and trim.

I. HVAC: Typically shown per specification section, labor and material, per floor.

j. Electrical: same as HVAC.

k. Fire protection broken down at least into underground, rough-in and trim. All per building and labor and material.

l. Logical grouping of specification subsections is permitted.

4. Round amounts off the nearest whole dollar, the total shall equal the Contract Sum.

5. For each part of the Work where an Application for Payment may include materials or equipment, purchased or fabricated and stored, but not yet installed, provide separate line items on the Schedule of Values for initial cost of the materials, for each subsequent stage of completion, and for total installed value of that part of the Work.

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APPLICATION FOR PAYMENT 010270 - 3

6. Margins of Cost: Show line items for indirect costs, and margins on actual costs, only to the extent that such items will be listed individually in Applications for Payment. Each item in the Schedule of Values and Applications for Payment shall be complete including its total cost and proportionate share of general overhead and profit margin.

a. At the Contractors’ option, temporary facilities and other major cost items that are not direct cost of actual work-in-place may be shown as separate line items in the Schedule of Values or distributed as general overhead expense.

7. Schedule Updating: Update and resubmit the Schedule of Values when Change Orders or Construction Change Directives result in a change in the contract sum.

1.04 APPLICATIONS FOR PAYMENT

A. Each Application for Payment shall be consistent with previous applications and payments as reviewed by the Owner representative and paid for by the Owner.

1. The initial Application for Payment, the Application for Payment at time of Substantial Completion, and the Final Application for Payment involve additional requirements.

B. Payment Application Times: The period of construction work covered by each Application of Payment is the period indicated in the Agreement.

C. Payment Application Forms: Use the County’s most updated form as the form for Application for Payment. Form given at the Preconstruction Conference.

D. Application Preparation: Complete every entry on the form, including notarization and execution by person authorized to sign legal documents on behalf of the Owner.

Incomplete applications will be returned without action.

1. Entries shall match data on the Schedule of Values and Contractors’ Construction Schedule. Use updated schedules if revisions have been made.

2. Include amounts of Change Orders and Construction Change Directives issued prior to the last day of the construction period covered by the application.

E. Transmittal: Submit five (5) original executed copies of each Application for Payment to the Project Manager by means ensuring receipt within 24 hours; one copy shall be complete, including waivers of lien and similar attachments, when required.

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1. Transmit each copy with a transmittal form listing attachments, and recording appropriate information related to the application in a manner acceptable to the Project Manager.

F. Payment will be processed once a month. Payment for item will be based on percentage completed as determined and approved by the County Project Manager or invoice for stored materials. Retainage (10%) will be held for all applications.

G. Application for Payment at Substantial Completion: Following issuance of the Certificate of Substantial Completion, submit an Application for Payment; this application shall reflect any Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions of the Work. Application shall also include all items listed in Part H. above.

H. Final Payment Application: Administrative actions and submittals, which must precede or coincide with submittal of the final payment. Application for Payment includes the following:

1. Completion of Project Close-Out requirements

2. Completion of items specified for completion after Substantial Completion

(Punch List)

3. Contractor’s release of lien (on Owner’s form)

4. Subcontractor and material supplier release of lien (If applicable)

5. Consent of Surety

6. Power of attorney

7. Asbestos-free letter, notarized.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

END OF SECTION 010270

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MODIFICATION PROCEDURES 010350 - 1

SECTION 010350 - MODIFICATION PROCEDURES

PART 1 GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this section.

1.02 SUMMARY

A. This section specifies administrative and procedural requirements for handling and processing Contract modifications.

1.03 MINOR CHANGES IN THE WORK

A. Supplemental instructions authorizing minor changes in the work, not involving an adjustment to the Contract Sum or Contract Time, will be issued by the Project Manager.

1.04 CHANGE ORDER PROPOSAL REQUESTS

A. Owner-Initiated Proposal Requests: Proposed changes in the work that will require adjustment to the Contract Sum or Contract Time will be issued by the Project Manager, with a detailed description of the proposed change and supplemental or revised Drawings and Specifications, if necessary.

1. Proposal requests issued by the Project Manager are for information only.

Do not consider them instruction either to stop work in progress, or to execute the proposed change.

2. Unless otherwise indicated in the proposal request, within 7 days of receipt of the proposal request, submit to the Project Manager from the Owner's review, an estimate of cost necessary to execute the proposed change.

a. Include a list of quantities of products to be purchased and unit costs, along with the total amount of purchases to be made. Where requested, furnish survey data to substantiate quantities.

b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

c. Include a statement indicating the effect the proposed change in the work will have on the Contract Time.

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d. Contractor and subcontractors will provide a complete detailed labor and material breakdown to justify change order request amount.

B. Contractor-Initiated Change Order Proposal Requests: When latent or other unforeseen conditions in mutual accord with the Owner Representative’s findings require modifications to the Contract, the Contractor may propose changes by submitting a request for a change to the Architect.

1. Include a statement outlining the reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and Contract Time.

2. Include a list of quantities of products to be purchased and unit costs along with the total amount of purchases to be made. Where requested, furnish survey data to substantiate quantities.

3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

4. Comply with requirements in Section 016310 Product Substitutions- if the proposed change in the work requires that substitution of one product or system for a product or system not specified.

5. Contractor and subcontractors will provide a complete detailed labor and material breakdown to justify change order request amounts.

1.05 CONSTRUCTION CHANGE DIRECTIVE

A. Construction Change Directive: When the Owner and Contractor are not in total agreement on the terms of a Change Order Proposal Request, the Project Manager may issue a Construction Change Directive instructing the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.

1. The Construction Change Directive will contain a complete description of the change in the Work and designate the method to be followed to determine change in the Contract Sum or Contract Time.

B. Documentation: Maintain detailed records on a time and material basis of work required by the Construction Change Directive.

1. After completion of the change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract.

1.07 CHANGE ORDER PROCEDURES

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A. Upon the Owner's approval of a Change Order Proposal Request, the Project Manager will issue a Change Order for signatures of the Owner and Contractor on County's Change Order form, as provided in the Conditions of the Contract.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

END OF SECTION 010350

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PROJECT COORDINATION 010400 - 1

SECTION 010400 - PROJECT COORDINATION

PART 1 GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section.

1.02 SUMMARY

A. This Section specifies administrative and supervisory requirements necessary for project coordination including, but not necessarily limited to:

1. Coordination

2. Administrative and supervisory personnel

3. General installation provisions

4. Cleaning and protection

B. Progress meetings, coordination meetings And Pre-installation conferences are included in Section 012000 ‘Project Meetings’.

C. Requirements for the Contractor’s Construction Schedule are included in Section 013000 ‘Submittals’.

1.03 COORDINATION

A. Coordination: Coordinate construction activities included under various Sections of these Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations included under different Sections of the Specification that are dependent upon each other for proper installation, connection, and operation.

1. Where installation of one part of the Work is dependent on installation of other components, either before or after its own installation, schedule construction activities in the sequence required to obtain the best results.

2. Where availability of space is limited, coordinate installation of different components to assure maximum accessibility for required maintenance, service and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

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B. Where necessary, prepare memoranda for distribution to each party involved outlining special procedures required for coordination. Include such items as required: notices, reports, and attendance at meetings.

1. Prepare similar memoranda for the Owner and separate Contractors where coordination of their Work is required.

C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of Schedules

2. Installation and removal of temporary facilities

3. Delivery and processing of submittals

4. Progress meetings

5. Project close-out activities

D. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials.

1. Salvage materials and equipment (if any) involved in performance of, but not actually incorporated in, the Work.

E. Lack of coordination as specified in this and other sections of the contract documents are grounds for assessment of back charges and/or termination in order to remediate the situation.

1.04 SUBMITTALS

A. Coordination Drawings: Prepare and submit coordination Drawings where close and careful coordination is required for installation of products and materials fabricated off-site by separate entities, and where limited space availability necessitates maximum utilization of space for efficient installation of different components.

1. Show the interrelationship of components shown on separate Shop Drawings.

2. Indicate required installation sequences.

3. Comply with requirements contained in Section Submittals.

4. Refer to Facility Services documents for specific coordination Drawing requirements for mechanical and electrical installations.

B. Staff Names: At the Preconstruction Conference submit a list of the Contractor’s principal staff assignments, including the Superintendent and other personnel in attendance at the site; identify individuals, their duties and responsibilities; list their addresses and telephone numbers.

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1. Post copies of the list in the project meeting room, the temporary field office, and each temporary telephone.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.01 GENERAL INSTALLATION PROVISIONS

A. Inspection of Conditions: Require the Installer of each major component to inspect both the substrate and conditions under which work is to be performed. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner.

B. Manufacturer’s Instructions: Comply with manufacturer’s installation instructions and recommendations, to the extent that those instructions and recommendations are more explicit or stringent than requirements contained in Contract Documents.

C. Inspect materials or equipment immediately upon delivery and again prior to installation. Reject damaged and defective items.

D. Provide attachment and connection devices and methods necessary for securing work. Secure work true to line and level. Allow for expansion and building movement.

E. Visual Effects: Provide uniform joint widths in exposed work. Arrange joints in exposed work to obtain the best visual effect. Refer questionable choices to Project Manager for final decision.

F. Recheck measurements and dimensions, before starting each installation.

G. Install each component during weather conditions and Project status that will ensure the best possible results. Isolate each part of the completed construction from incompatible material as necessary to prevent deterioration.

H. Coordinate temporary enclosures with required inspections and tests, to minimize the necessity of uncovering completed construction for that purpose.

I. Mounting Heights: Where mounting heights are not indicated, install individual components at standard mounting heights recognized within the industry for the particular application indicated. Refer questionable mounting height decisions to the Engineer/Project Manager for final decision.

3.02 CLEANING AND PROTECTION

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A. During handling and installation, clean and protect construction in progress and adjoining materials in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion.

B. Clean and maintain completed construction as directed by the Project Manager and as frequently as necessary to ensure its integrity and safety through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects.

C. Limiting Exposures: Supervise construction activities to ensure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. Where applicable, such exposures include, but are not limited to, the following:

1. Excessive static or dynamic loading

2. Excessively high or low temperatures

3. Excessively high or low humidity

4. Air contamination or pollution

5. Water

6. Solvents

7. Chemicals

8. Soiling, staining and corrosion

9. Rodent and insect infestation

10. Combustion

11. Destructive testing

12. Misalignment

13. Excessive weathering

14. Unprotected storage

15. Improper shipping or handling

16. Theft

17. Vandalism

END OF SECTION 010400

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CUTTING AND PATCHING 010450 - 1

SECTION 010450 - CUTTING AND PATCHING

PART 1 GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division-1 Specification Sections, apply to this Section.

1.02 SUMMARY

A. This Section specifies administrative and procedural requirements for cutting and patching.

B. Refer to other Sections for specific requirements and limitations applicable to cutting and patching individual parts of the Work.

1. Requirements of this Section apply to mechanical and electrical installations. Refer to Facility Services Sections for other requirements and limitations applicable to cutting and patching mechanical and electrical installations.

1.03 SUBMITTALS

A. Cutting and Patching Proposal: Where approval of procedures for cutting and patching is required before proceeding, submit a proposal describing procedures well in advance of the time cutting and patching will be performed and request approval to proceed. Include the following information, as applicable, in the proposal:

1. Describe the extent of cutting and patching required and how it is to be performed; indicate why it cannot be avoided.

2. Describe anticipated results in terms of changes to existing construction;

include changes to structural elements and operating components as well as changes in the building’s appearance and other significant visual elements.

3. List products to be used and firms or entities that will perform Work.

4. Indicate dates when cutting and patching is to be performed.

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5. List utilities that will be disturbed or affected, including those that will be relocated and those that will be temporarily out-of-service. Indicate how long service will be disrupted.

6. Where cutting and patching involves addition of reinforcement to structural elements, submit details and engineering calculations to show how reinforcement is integrated with the original structure.

7. Approval by the Engineer to proceed with cutting and patching does not waive the Engineer’s right to later require complete removal and replacement of a part of the Work found to be unsatisfactory.

1.04 QUALITY ASSURANCE

A. Requirements for Structural Work: Do not cut and patch structural elements in a manner that would reduce their load carrying capacity or load-deflection ratio.

1. Obtain approval of the cutting and patching proposal before cutting and patching the following structural elements.

a. Structural steel

b. Lintels

c. Structural decking

d. Miscellaneous structural metals e Exterior curtain wall construction

e. Structural systems of special construction.

B. Operational and Safety Limitations: Do not cut and patch operating elements or safety related components in a manner that would result in reducing their capacity to perform as intended, or result in increased maintenance, or decreased operational life or safety.

1. Obtain approval of the cutting and patching proposal before cutting and patching the following operating elements or safety related systems.

a. Shoring, bracing and sheeting

b. Primary operational systems and equipment

c. Air or smoke barriers

d. Water, moisture, or vapor barriers

e. Membranes and flashings

f. Fire protection systems

g. Noise and vibration control elements and systems

h. Control systems I. Communication systems

j. Conveying systems

k. Electrical wiring systems

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C. Visual Requirements: Do not cut and patch construction exposed on the exterior or in occupied spaces, in a manner that would, in the Engineer’s opinion, reduce the building’s aesthetic qualities, or result in visual evidence of cutting and patching. Remove and replace work cut and patched in a visually unsatisfactory manner.

1. If possible, retain the original installer or fabricator to cut and patch the following categories of exposed work, or if it is not possible to engage the original installer or fabricator, engage another recognized experienced and specialized firm:

a. Preformed metal panels

b. Window wall system

c. Roofing systems

PART 2 PRODUCTS

2.01 MATERIALS

A. Use materials that are identical to existing materials. If identical materials are not available or cannot be used where exposed surfaces are involved, use materials that match existing adjacent surfaces to the fullest extent possible with regard to visual effect unless otherwise indicated by Engineer/Owner. Use materials whose installed performance will equal or surpass that of existing materials.

PART 3 EXECUTION

3.01 INSPECTION

A. Before cutting existing surfaces, examine surfaces to be cut and patched and conditions under which cutting and patching is to be performed. Take corrective action before proceeding, if unsafe or unsatisfactory conditions are encountered.

1. Before proceeding, meet at the site with all parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding.

3.02 PREPARATION

A. Temporary Support: Provide temporary support of work to be cut.

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B. Protection: Protect existing construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of the Project that might be exposed during cutting and patching operations.

C. Avoid interference with use of adjoining areas and interruption of free passage to adjoining areas.

D. Take all precautions necessary to avoid cutting existing pipe, conduit or ductwork serving the building, but scheduled to be removed or relocated until provisions have been made to bypass them.

3.03 PERFORMANCE

A. General: Employ skilled workmen to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time and complete without delay.

1. Cut existing construction to provide for installation of other components or performance of other construction activities and the subsequent fitting and patching required to restore surfaces to their original condition.

B. Cutting: Cut existing construction using methods least likely to damage elements to be retained or adjoining construction. Where possible review proposed procedures with the original installer; comply with the original installer’s recommendations.

1. In general, where cutting is required use hand or small power tools designed for sawing or grinding, not hammering and chopping. Cut holes and slots neatly to size required with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use.

2. To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces.

3. Cut through concrete and masonry using a cutting machine such as a Carborundum saw or diamond core drill.

4. By-pass utility services such as pipe or conduit, before cutting, where services are shown or required to be removed. Cap, valve or plug and seal the remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after by-passing and cutting.

C. Patching: Patch with durable seams that are as invisible as possible. Comply with specified tolerances.

1. Where feasible, inspect and test patched areas to demonstrate integrity of the installation.

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2. Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing.

3. Where removal of walls or partitions extends one finished area into another, patch and repair floor and wall surfaces in the new space to provide an even surface of uniform color and appearance. Remove existing floor and wall coverings and replace with new materials if necessary to achieve uniform color and appearance.

a. Where patching occurs in smooth painted surfaces, extend final coat over entire unbroken surfaces containing the patch, after the patched area has received primer and second coat.

4. Maintain fire and smoke ratings of existing construction.

3.04 CLEANING

A. Thoroughly clean areas and spaces where cutting and patching is performed or used as access. Remove completely paint, mortar, oils, putty and items of similar nature. Thoroughly clean piping, conduit and similar features before painting or other finishing is applied. Restore damaged materials to their original condition.

END OF SECTION 010450

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REFERENCE STANDARDS AND DEFINITIONS 010950 - 1

SECTION 010950 - REFERENCE STANDARDS AND DEFINITIONS

PART 1 GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division-1 Specification Sections, apply to this Section.

1.02 DEFINITIONS

A. General: Basic Contract definitions are included in the Conditions of the Contract.

B. Indicated: The term indicated refers to graphic representations, notes or schedules on the Drawings, or other Paragraphs or Schedules in the Specifications, and similar requirements in the Contract Documents. Where terms such as shown, noted, scheduled, and specified are used, it is to help the reader locate the reference; no limitation on location is intended.

C. Directed: Terms such as directed, requested, authorized, selected, accepted, required, and permitted mean directed by the Project Manager, requested by the Engineer/Project Manager and similar phrases.

D. Approved: This term approved means accepted, where used in conjunction with the Engineer's action on the Contractor's submittals, applications, and requests, is limited to the Engineer's duties and responsibilities as stated in the Conditions of the Contract.

E. Regulations: The term Regulations includes laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, as well as rules, conventions, and agreements within the construction industry that control performance of the Work.

F. Furnish: The term furnish is used to mean supply and deliver to the Project site, ready for unloading, unpacking, assembly, installation, and similar operations.

G. Install: The term install is used to describe operations at project site including the actual unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations.

H. Provide: The term provide means to furnish and install, complete and ready for the intended use.

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I. Installer: An Installer is the Contractor, or an entity engaged by the Contractor, either as an employee, subcontractor, or contractor of lower tier for performance of a particular construction activity, including installation, erection, application, and similar operations. Installers are required to be experienced in the operations they are engaged to perform.

1. The term experienced, when used with the term Installer, means having a minimum of five previous projects similar in size and scope to this Project, being familiar with the special requirements indicated, and having complied with requirements of the authority having jurisdiction.

2. Trades: Use of titles such as carpentry is not intended to imply that certain construction activities must be performed by accredited or unionized individuals of a corresponding generic name, such as carpenter. It also does not imply that requirements specified apply exclusively to trades persons of the corresponding generic name.

J. Project Site is the space available to the Contractor for performance of construction activities, either exclusively or in conjunction with others performing other work as part of the Project. The extent of the Project Site is shown on the Drawings and may or may not be identical with the description of the land on which the Project is to be built.

K. Testing Laboratories: A testing laboratory is an independent…

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