2 - Clyde Atkins USCH Lobby Expansion Security Enhancement - Bid Set Specs Manual 2020 12 01.PDF

PROJECT MANUAL INDEX

SPECIFICATIONS

C. CLYDE ATKINS USCH LOBBY EXPANSION &

SECURITY ENHANCEMENT PROJECT

MIAMI, FLORIDA

for

US-GENERAL SERVICES ADMINISTRATION

SOUTHEAST SUNBELT REGION

BID SET

DECEMBER 01, 2020

PROPERTY OF THE UNITED STATES GOVERNMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO

UNAUTHORIZED PERSONS IS PROHIBITED

Do not remove this notice

Properly destroy documents when no longer needed

TTV ARCHITECTS, INC.

115 EAST FORSYTH STREET

JACKSONVILLE, FLORIDA

Florida License #AA0002609

PHONE (904) 798-8333 FAX (904) 798-8335

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TOC - 1

C. CLYDE ATKINS USCH LOBBY EXPANSION &

SECURITY ENHANCEMENT PROJECT

MIAMI, FLORIDA

TABLE OF CONTENTS

SPECIFICATIONS INDEX

Bid Set

December 01, 2020 Project No. 1927

DIVISIONS 0 THROUGH 32

00 00 00 PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 List of Drawings

01 00 00 GENERAL REQUIREMENTS

01 10 00 Summary 01 14 00 Work Restrictions 01 24 00 Options 01 25 00 Substitution Procedures 01 27 00 Unit Prices 01 31 00 Project Management and Coordination 01 32 00 Construction Progress Documentation 01 32 20 Photographic Documentation 01 33 00 Submittal Procedures 01 40 00 Quality Assurance & Control 01 40 25 Quality Control Testing for Air Barriers 01 40 50 System Quality Control 01 42 00 References 01 50 00 Temporary Facilities & Controls 01 50 00z GSA Fire Watch Procedures 01 59 30 Security Regulations 01 59 50 Safety and Health 01 60 00 Product Requirements 01 70 00 Execution Requirements 01 73 10 Cutting and Patching 01 73 20 Selective Demolition 01 73 50 Fire Prevention Precautions for Hot Wok 01 74 10 Construction Indoor Air Quality Management 01 74 19 Construction Nonhazardous Waste Management & Disposal 01 74 19z Construction Nonhazardous Waste Management Spreadsheet 01 77 00 Closeout Procedures 01 78 10 Project Record Documents 01 78 22 Operation and Maintenance Documentation 01 81 11 Sustainable Design Requirements 01 81 11z Contractor Green Products Report 01 82 00 Demonstration & Training 01 91 00 General Commissioning Requirements 01 91 15 Facility Exterior Enclosure Commissioning 01 91 17 Building Enclosure Functional Performance Testing Requirements

02 00 00 EXISTING CONDITIONS- NOT USED

TOC - 2

03 00 00 CONCRETE

03 10 00 Concrete Forming and Accessories 03 20 00 Concrete Reinforcing 03 30 00 Cast-In-Place Concrete 03 53 19 Horizontal Concrete Coating 03 65 10 Self-Leveling Underlayment Concrete

04 00 00 MASONRY- NOT USED

05 00 00 METALS

05 12 00 Structural Steel Framing 05 40 00 Cold Formed Metal Framing 05 72 00 Ornamental Handrails and Railings

06 00 00 WOOD, PLASTICS, AND COMPOSITES

06 06 60 Plastic Fabrications 06 10 00 Rough Carpentry 06 42 60 Architectural Woodwork 06 64 00 Solid Surface (Quartz) Countertops

07 00 00 THERMAL AND MOISTURE PROTECTION

07 14 30 Reinforced Liquid Applied Waterproofing 07 21 00 Building Insulation 07 21 19 Foamed-In-Place Insulation 07 27 00 Firestopping 07 27 26 Fluid Applied Membrane Air Barriers 07 62 00 Sheet Metal Flashing & Trim 07 92 00 Sealants and Caulking 07 95 00 Horizontal Expansion Joints

08 00 00 OPENINGS

08 10 00 Steel Doors and Frames 08 11 00 Building Envelope Blast Requirements 08 14 79 Bullet Resistant Wood Doors & Hollow Metal Frame Assemblies 08 21 20 Flush Wood Doors 08 31 13 Access Doors and Frames 08 41 05 Temporary Aluminum-Framed Entrances and Storefronts 08 41 10 Aluminum Framed Storefronts, Hurricane Impact Rated 08 41 11 Aluminum Framed Entrances, Hurricane Impact Rated 08 41 15 Aluminum-Framed Entrances, Blast Mitigating 08 44 13 Glazed Aluminum Curtainwall, Blast Rated, Unitized 08 56 68 Bullet Resistant Stainless-Steel Transaction Windows 08 71 00 Finish Hardware 08 80 00 Glazing 08 87 16 Blast Mitigating Window Film 08 88 10 Fire Rated Glass & Framing

09 00 00 FINISHES

09 24 00 Impact-Resistant Cement Plaster, Stucco System 09 26 00 Gypsum Drywall 09 31 00 Ceramic Tile 09 40 20 Epoxy Terrazzo Flooring 09 51 00 Acoustical Ceiling Exposed Grid 09 54 00 Integrated Ceiling Assemblies 09 65 10 Resilient Vinyl Composition Tile Floor 09 65 30 Resilient Wall Base and Accessories 09 68 00 Carpet Tile

TOC - 3

09 70 00 Pre-Engineered Wall System 09 91 00 Painting

10 00 00 SPECIALTIES

10 15 60 Solid Plastic Toilet Partitions 10 22 19 Freestanding Glass Partitions 10 44 20 Interior Signage 10 50 00 Metal Handgun Lockers 10 80 00 Toilet Accessories

11 00 00 EQUIPMENT- NOT USED

12 00 00 FURNISHINGS

12 48 13 Recessed Entrance Mats 12 49 40 Motorized Shades

13 00 00 SPECIAL CONSTRUCTION

13 07 20 Bullet-Resistant Construction

14 00 00 CONVEYING EQUIPMENT – NOT USED

21 00 00 FIRE PROTECTION

21 13 13 Wet Pipe Sprinkler Systems

22 00 00 PLUMBING

22 05 19 Meters and Gages for Plumbing Piping 22 05 23 Valves 22 05 29 Hangers and Supports 22 07 00 Plumbing Insulation 22 11 16 Domestic Water Piping 22 11 19 Domestic Water Piping Specialties 22 13 16 Sanitary Waste and Vent Piping 22 14 23 Drainage Piping Specialties 22 40 00 Plumbing Fixtures

23 00 00 MECHANICAL

23 05 00 Basic Mechanical Materials and Methods 23 05 13 Motors 23 05 19 Meters and Gages for HVAC Piping 23 05 48 Vibration Controls for HVAC Piping and Equipment 23 05 53 Mechanical Identification 23 05 66 Antimicrobial Ultraviolet Lamp Systems for HVAC 23 05 93 Testing, Adjusting, and Balancing 23 07 00 HVAC Insulation 23 08 00 Mechanical System Commissioning 23 09 00 HVAC Instrumentation and Controls 23 09 98 Mechanical Pre-functional Checklists 23 09 99 Mechanical Functional Testing 23 21 13 Hydronic Piping 23 31 13 Metal Ducts 23 33 00 Duct Accessories 23 33 46 Flexible Ducts 23 36 16 Air Terminal Units 23 37 13 Diffusers, Registers, and Grilles 23 37 23 HVAC Gravity Ventilators 23 73 13 Modular Indoor Central - Station Air-Handling Units

TOC - 4

26 00 00 ELECTRICAL

26 00 10 Basic Electrical Requirements 26 05 19 Low-Voltage Electrical Power Conductors and Cables 26 05 26 Grounding and Bonding for Electrical Systems 26 05 29 Hangers and Supports for Electrical Systems 26 05 33 Raceways and Boxes for Electrical Systems 26 05 44 Sleeves and Sleeve Seals for Electrical Raceways and Cabling 26 05 53 Identification for Electrical Systems 26 09 23 Lighting Control Devices 26 22 00 Low-Voltage Transformers 26 24 16 Panelboards 26 27 26 Wiring Devices 26 28 13 Fuses 26 28 16 Enclosed Switches and Circuit Breakers 26 43 13 Surge Protection for Low-Voltage Electrical Power Circuits 26 51 19 LED Interior Lighting 26 52 19 Emergency and Exit Lighting 26 56 19 LED Exterior Lighting

27 00 00 COMMUNICATIONS

27 05 26 Grounding and Bonding for Communications Systems 27 05 28 Pathways for Communications Systems 27 05 44 Sleeves and Sleeve Seals for Communications Pathways and Cabling 27 11 00 Communications Equipment Room Fittings

28 00 00 ELECTRONIC SAFETY AND SECURITY

28 05 26 Grounding and Bonding for Electronic Safety and Security 28 05 28 Pathways for Electronic Safety and Security 28 31 11 Digital, Addressable Fire-Alarm System

31 00 00 SITE WORK – NOT USED

32 00 00 EXTERIOR IMPROVEMENTS- NOT USED

40 00 00 PROCESS INTERCONNECTIONS

40 92 49 Variable Frequency Drives

END OF TABLE OF CONTENTS

C. Clyde Atkins USCH Lobby Expansion & Security Enhancement Project Miami, Florida

SECTION 00 01 15 – LIST OF DRAWINGS - 1

SECTION 00 01 15

LIST OF DRAWINGS

1.1 DESCRIPTION

A. Applicable Drawings: The drawings applicable to this Project are titled:

B. The drawings are part of the Contract Documents dated December 01, 2020 and are bound separately. In case of dispute, the Architect will identify the drawings. The applicable drawings consist of the following sheets:

01 GENERAL

G000 COVER SHEET

G001 DRAWING LIST

G002 3D RENDERINGS

G003 3D RENDERINGS

G004 LIFE SAFETY PLAN & CODE ANALYSIS

G005 ARCHITECTURAL SITE PLAN

G006 CONSTRUCTION COORDINATION PLAN

G100 CONSTRUCTION PHASING PLANS

G101 CONSTRUCTION PHASING PLANS

G110 CIRCULATION DIAGRAM

G111 SECURITY INFRASTRUCTURE PLAN

05 ARCHITECTURAL

AD101 DEMOLITION PLAN - LEVEL 1

AD102 DEMOLITION PLAN - LEVEL 2

A100 OVERALL FLOOR PLAN - BASEMENT

A101 OVERALL FLOOR PLAN - LEVEL 1 & 2

A102 ENLARGED FLOOR PLAN - LEVEL 1

A103 ENLARGED FLOOR PLAN - LEVEL 2

A110 FLOORING PLAN - LEVEL 1

A111 FLOORING DIMENSION PLAN - LEVEL 1

A112 FLOORING PLAN - LEVEL 2

A113 ENLARGED GREAT SEAL FLOORING

A200 BASE BID - REFLECTED CEILING PLAN - LEVEL 1

A201 REFLECTED CEILING PLAN - LEVEL 2

A202 ENLARGED LIGHT COVE CEILING RCP - BASE BID

A203 BID OPTION #2 - ENLARGED LIGHT COVE & ROTUNDA CEILING RCP

A204 BID OPTION #2 - ROTUNDA CEILING DETAILS

A300 PARTIAL EXTERIOR ELEVATIONS

A310 BUILDING SECTION - EAST-WEST

A311 BUILDING SECTION - NORTH-SOUTH

A312 THERMAL & VAPOR BARRIER DIAGRAM & PARTIAL ROOF PLAN

A320 WALL SECTIONS

A400 BID OPTION #1 - ENLARGED RESTROOM PLAN

A401 ENLARGED SCREENING STATION PLAN

A402 SCREENING STATION DETAILS

A403 SCREENING STATION DETAILS

A404 SCREENING STATION MANUF. DETAILS

A405 ENLARGED TEMPORARY SCREENING STATION PLANS & DETAIL

A406 ENLARGED EXISTING ADA RAMP

A410 INTERIOR ELEVATIONS - UNSECURE & EXIT LOBBY

SECTION 00 01 15 – LIST OF DRAWINGS - 2

A411 INTERIOR ELEVATIONS - SECURE LOBBY & GUN LOCKERS

A412 INTERIOR ELEVATIONS - RESTROOMS

A500 WALL TYPES

A600 DOOR SCHEDULE

A601 DOOR DETAILS

A602 BLAST CURTAINWALL TYPES

A603 MANUF. BLAST CURTAINWALL DETAIL

A604 HURRICANE IMPACT STOREFRONT TYPES

A605 MANUF. HURRICANE IMPACT STOREFRONT DETAILS

A606 MANUF. EXTERIOR STOREFRONT DETAILS

A610 FINISH LEGEND & ROOM SCHEDULES

A700 BLAST CURTAINWALL & HURRICANE IMPACT STOREFRONT DETAILS

A701 BLAST CURTAINWALL & HURRICANE IMPACT STOREFRONT ENLARGED HEAD DETAILS

A702 BLAST CURTAINWALL & HURRICANE IMPACT STOREFRONT DETAILS

A703 DETAILS

A704 DETAILS

A705 CEILING DETAILS

A706 DETAILS

A707 DETAILS

A710 MANUFACTURER'S LED HANDRAIL DETAILS

A711 MANUFACTURER'S SECURITY EQUIPMENT CUT SHEET - USMS FURNISHED

A712 NEW DIRECT APPL., MIAMI DADE NOA APPROV., IMPACT RESISTANT CEMENT PLASTER SYSTEM

A713 MANUFACTURER'S WATERPROOFING DETAILS

A714 MANUFACTURER'S WATERPROOFING DETAILS

A800 SIGNAGE PLAN - FIRST IMPRESSIONS

A801 BID OPTION #1 - SIGN TYPES - A-E

A802 BID OPTION #1 - SIGN TYPE - F

A803 BID OPTION #1 - SIGN TYPES - F-K

A804 BID OPTION #3 - SIGNAGE TYPE L - U.S. CONSTITUTION WALL SIGNAGE

06 STRUCTURAL

S0.0 LEGENDS & SYMBOLS

S0.1 GENERAL NOTES

S0.2 SPECIAL INSPECTION TABLES

S1.1 FLOOR PLAN - LEVEL 1 & 2

S1.2 FLOOR PLAN - LEVEL 3 & 4

S2.1 SECTIONS

S2.2 SECTIONS

S2.3 SECTIONS

07 MECHANICAL

M001 GENERAL NOTES, LEGENDS, & SYMBOLS

M002 MECHANICAL SCHEDULES

M100 MECHANICAL DEMOLITION FIRST FLOOR

M101 MECHANICAL DEMOLITION SECOND FLOOR

M102 PHASE 1 RENOVATION HVAC PLAN

M200 MECHANICAL NEW WORK FIRST FLOOR

M201 MECHANICAL NEW WORK SECOND FLOOR

M202 MECHANICAL NEW WORK THIRD FLOOR

M300 MECHANICAL ENLARGED PLANS

M400 MECHANICAL CONTROLS

M401 MECHANICAL CONTROLS

M402 MECHANICAL CONTROLS

M403 MECHANICAL CONTROLS

M501 MECHANICAL DETAILS

M502 MECHANICAL DETAILS

SECTION 00 01 15 – LIST OF DRAWINGS - 3

08 ELECTRICAL

E001 LEGEND, NOTES, AND SCHEDULE

E002 POWER RISER, SECURITY DETAILS & NOTES

E003 PANEL SCHEDULES - 1ST LEVEL

E004 PANEL SCHEDULES - 2ND LEVEL

E005 ELECTRICAL DETAILS

ED101 LIGHTING PLAN - LEVEL 1 DEMOLITION

ED102 LIGHTING PLAN - LEVEL 2 DEMOLITION

ED201 POWER PLAN - LEVEL 1 DEMOLITION

ED202 POWER PLAN - LEVEL 2 DEMOLITION

E101 LIGHTING PLAN - LEVEL 1 NEW WORK

E102 LIGHTING PLAN - LEVEL 2 NEW WORK

E103 LIGHTING PLAN - LEVEL 1 - BID OPTION #2

E201 POWER PLAN - LEVEL 1 NEW WORK

E202 POWER PLAN - LEVEL 2 NEW WORK

E301 FIRE ALARM PLAN - LEVEL 1 NEW WORK

E302 FIRE ALARM PLAN - LEVEL 2 NEW WORK

09 PLUMBING

P001 PLUMBING DETAILS AND NOTES

P002 PLUMBING SCHEDULES

P100 1ST FLOOR DWV DEMOLITION PLAN

P101 1ST FLOOR DW DEMOLITION PLAN

P200 1ST FLOOR DWV NEW WORK PLAN

P201 1ST FLOOR DW NEW WORK PLAN

P202 2ND FLOOR DWV NEW WORK PLAN

10 FIRE PROTECTION

FP001 FIRE PROTECTION NOTES SHEET

FP101 FIRE PROTECTION ENLARGED PLAN - LEVEL 1

FP101A FIRE PROTECTION ENLARGED PLAN - BID OPTION 2

FP102 FIRE PROTECTION ENLARGED PLAN - LEVEL 2

END OF LIST

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SECTION 01 10 00 – SUMMARY - 1

PART 1 - GENERAL

1.1 PROJECT INFORMATION

A. Project Name and Location:

C. Clyde Atkins USCH Lobby Expansion & Security Enhancement Project Miami, Florida

SECTION 01 10 00

SUMMARY

B. Project Summary Description: Project involves the approximate +/-10,894sf expansion, renovation, and security upgrade to the existing 1st floor entry lobby at the C. Clyde Atkins U.S. Courthouse in downtown Miami, Florida. Work also occurs in the Exterior Plaza Area, Basement Secure Parking Garage, 2nd Floor, 3rd Floor, and 4th level Roof. General description of work includes interior/exterior demolition, new unitized, blast rated curtainwall, new hurricane rated aluminum storefront, new interior finishes, new spray on closed cell insulation system, new screening station, motorized sun shades, ballistic rated transaction windows, ballistic rated door assembly, gun lockers, freestanding glass partitions, patch/repair of existing finishes, minor roof flashing work, new interior signage, new crowd control queueing system, structural steel and steel reinforcing, new ADA group restrooms, new ADA Family Restroom, new exterior ADA ramp & handrail assembly, mechanical, electrical, plumbing, fire protection, envelope commissioning, third party envelope testing, freestanding & in place blast curtainwall mock-ups, temporary screening station & security infrastructure, temporary lighting & cooling, & permanent security infrastructure. Refer to drawings for specific scope of work. Work is also to be phased as noted in drawings along with Bid Options to be priced separately.

NOTE THAT THE CONSTRUCTION INCLUDES MULTIPLE PHASES, TEMPORARY PARTITIONS.

TEMPORARY SCREENING STATION & TEMPORARY SYSTEMS/INFRASTRUCTURE WITH THE

BUILDING TO REMAIN SECURE AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR WILL BE

REQUIRED TO WORK VERY CLOSELY WITH GSA, USMS AND FPS THROUGHOUT.

C. Project Delivery Method: Design Bid Build

D. The Contracting Officer for the project is: Mike Reece

1.2 WORK SEQUENCE ̀

A. The work shall be conducted in phases in and around the existing Courthouse which is fully occupied and will remain occupied during construction. Work shall be phased as required to maintain a watertight, secure, temperature and humidity controlled building at all times during the renovation process.

1.3 WORK BY OTHER CONTRACTORS

A. The Contractor shall cooperate with other contractors performing related work, including providing labor, materials and other costs necessary to satisfactorily coordinate the Contract work with work performed under other contracts.

1.4 SCHEDULE OF GOVERNMENT-FURNISHED PROPERTY

A. The project includes Government furnished property to be installed by the Contractor. The contractor shall advise GSA at least 30 days in advance of when the property should be delivered.

SECTION 01 10 00 – SUMMARY - 2

1.5 MISCELLANEOUS PROVISIONS

A. Work in existing facilities shall correspond in all respects with the existing conditions to which it connects, or to similar existing conditions, in materials, workmanship and finish.

B. Alterations to Existing Conditions: Existing conditions shall be cut, drilled, removed, temporarily removed, or removed and replaced, as necessary for performance of Work under the Contract. Work out of alignment where exposed by removal of existing work shall be called to the attention of GSA. Necessary corrective work shall be as directed.

1. Replacements of existing conditions that are removed shall match similar existing conditions.

2. Unless otherwise indicated, existing structural members shall not be cut or altered without authorization by the Contracting Officer.

3. Conditions remaining in place, which are damaged or defaced during the Work, shall be restored to the condition existing at time of award of Contract.

4. Discolored or unfinished surfaces exposed by removal of existing conditions, that are indicated to be final exposed surfaces, shall be refinished or replaced as necessary to produce uniform and harmonious contiguous surfaces.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

END OF SECTION

SECTION 01 14 00 – WORK RESTRICTIONS - 1

1.1 CONTRACTOR USE OF PREMISES

SECTION 01 14 00

WORK RESTRICTIONS

A. The Contractor will review and document the existing conditions surrounding the project premises. Provide documentation to the Government prior to the commencement of any construction activity.

B. The Contractor shall limit use of the premises to the work in areas indicated.

1. Confine operations at the site to areas indicated. Do not disturb portions of the site beyond the areas in which Work is indicated.

2. Keep driveways and entrances serving the premises clear and available at all times to the Government, Government employees and to visitors. Do not use these areas for parking or storage of materials.

3. Schedule deliveries to minimize space and time requirements for storage of material and equipment on site.

4. Maintain existing building in a safe and weather-tight condition throughout the construction period.

Repair damage caused by construction operations to the satisfaction of the government. Take precautions to protect the building, its occupants and the public during the construction period. A representative of the Contractor shall be available to arrive on site within one (1) hour of notice should an emergency occur.

5. Keep public areas, such as hallways, stairs, lobbies and toilet rooms, free from accumulation of waste material, rubbish, construction debris and construction materials.

6. Space on the premises will be made available for the Contractor's storage and related activities, provided that its use will not interfere with operations of the Government. Arrange and gain approval for use of this space through the Contracting Officer.

7. Existing materials and equipment that are removed as part of the construction operations, and that are not reused or designated to be salvaged as Government property, shall become the property of the Contractor and shall be removed from the site. Storage or sale of excess salvageable materials and equipment is not permitted on site.

8. Pollution producing equipment shall not be located near air intakes where airborne smoke or fumes could be drawn into the building. When not required for powering unloading operations, turn off engines when docked.

9. Smoking is not permitted in or around the building, see Facilities Management Regulation (FMR) Case 2008-102—3. Also see Code of Federal Regulations (CFR) 41 CFR Part 102-74.

10. No parking will be available on site during working hours for building occupants. The Contractor and Contractor's employees shall make their own arrangements for vehicle parking off site.

11. Cell Phones: Contractor is to provide company cell phone during this contract. All cell phones to be “on vibrate” at all times. If a telephone begins audibly ringing, the building guards will take the cell phone and hold until the end of the working day prior to the con-tractor leaving the property.

Cell phones are only permitted in construction area and contractor’s office space.

12. No apparatus with an open flame is allowed to be used within the facility without the prior receipt of a burn permit. Contact the Field Office to obtain burn permits. Burn permits are required for each separate occurrence.

13. Permits: Refer to FAR 52.236-7

14. The work shall be sequenced to minimize disruption to building, interior building systems/finishes, and existing building contents. To the greatest extent feasible, demolition work should not take place until supplies are on hand to perform new work.

15. Coordinate with the GSA Building Manager and the COR for site access.

16. Coordinate with the GSA Building Manager and the COR on correct response procedures for any building system alarms occurring during or resulting from the construction process.

17. All building systems outside the immediate construction area shall be kept fully operational during normal working hours.

SECTION 01 14 00 – WORK RESTRICTIONS - 2

18. Protect building site from flying debris.

1.2 GOVERNMENT OCCUPANCY

A. The Government will occupy the site and the existing building during the entire period of construction.

Government contents, interior finishes and other existing items will remain in the building throughout the construction and must be protected at all times. Contractor to cooperate with the Government's representatives during construction operations to minimize conflicts, mitigate noise, and facilitate Government usage.

B. The Government reserves the right to occupy, place, and install equipment in completed areas of the building prior to Substantial Completion, provided such occupancy does not interfere with completion of the Work. The Government's installation of equipment and partial occupancy shall not constitute acceptance of the total Work.

1. Prior to partial Government occupancy, mechanical and electrical systems for the space shall be fully operational, and required inspections and tests shall be successfully completed. Upon occupancy, the Government will operate and maintain mechanical and electrical systems serving the occupied portions of the building.

2. Upon occupancy, the Government will assume responsibility for maintenance and custodial service for the occupied portions of the building.

1.3 WORKING HOURS: Coordinate with Facilities and Building Manager to ensure when & what work can occur in the building. Contractor to describe in detail the hours, locations and any specific security requirement by the tenants (i.e. USMS, Courts, etc.) Contractor may be required to provide 24 hour security guard services during the course of construction to ensure that the existing Courthouse and all of its existing contents are secure at all times.

A. Government Occupied Hours: Government personnel currently occupy the building. Contractor to coordinate with Government regarding exact hours during which regular work will occur. In general, normal working hours on weekdays, Monday through Friday, except for established Government Holidays to be 7- AM to 6-PM, unless authorized otherwise by Government.

B. Government Unoccupied Hours: Government personnel are not scheduled to occupy the building during times not indicated as Government Occupied Hours.

C. Contractor's General Working Hours: The Contractor working hours shall be generally established to occur during Government Occupied Hours, as well as after hours and on weekends as required to complete the work per the stated project duration..

D. Work accomplished during Government Unoccupied Hours shall be performed at no additional cost to the

Government. Contractor shall submit a proposed schedule and gain the Contracting Officer's approval at least 48 hours before proceeding with any work during Government Unoccupied Hours.

SECTION 01 24 00

OPTIONS

SUMMARY

A. “Option” means a unilateral right in a contract by which, for a specified time, the Government may elect to purchase additional scope of work, products, materials, equipment, systems or installation methods described in the Contract Documents.

B. The amount for an option is the total adjustment from the Base Bid to incorporate the option work into the project.

C. Option work shall include miscellaneous devices, accessory objects and similar items incidental to or required for a complete installation, whether or not mentioned as part of the option description.

PART 1 - PRODUCTS (Not Applicable)

PART 2 - EXECUTION

2.1 SCHEDULE OF OPTIONS

A. Refer to Drawings for Description of Options.

SECTION 01 24 00 – OPTIONS - 1

SECTION 01 25 00 - SUBSTITUTION PROCEDURES - 1

1.1 RELATED DOCUMENTS

SECTION 01 25 00

SUBSTITUTION PROCEDURES

A. The Government is providing the references included in this sub-section for information purposes only and is not intended to provide a comprehensive, all-inclusive list of any and all potentially relevant portions of the Contract Documents. Drawings and general provisions of the Contract and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for substitutions.

B. RELATED SECTIONS:

1. Divisions 02 through 49 Sections for specific requirements and limitations for substitutions.

1.3 DEFINITIONS

A. Substitutions: Proposed changes to the Contract Documents by the Contractor for products, materials, equipment, and methods of construction.

1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed

Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms

2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required in order to meet other Project requirements but may offer advantage to Contractor or Owner

1.4 SUBMITTALS for Cause or Convenience:

A. Substitution Requests: Per Submittal Procedures Section 01 33 00 submit electronic copies through ePM of each request for consideration. Identify product or fabrication or installation method to be replaced.

Include Specification Section number and title and Drawing numbers and titles.

1. Documentation: Show compliance with requirements for substitutions and the following, as applicable:

a. Coordination information, including a list of changes or modifications needed to other parts of the Work and to construction performed by the Government and separate contractors that will be necessary to accommodate proposed substitution.

b. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Include annotated copy of applicable specification section. Significant qualities may include attributes such as performance, weight, size, durability, visual effect, sustainable design characteristics, energy and resource performance goals, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified.

c. Product Data, including drawings and descriptions of products and fabrication and installation procedures.

d. Samples, where applicable or requested.

e. Certificates and qualification data, where applicable or requested.

f. List of similar installations for completed projects with project name, location and contact information of owner and architect/engineer of record.

g. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated.

h. Research reports evidencing compliance with building code in effect for project, when applicable for the proposed substitution.

SECTION 01 25 00 - SUBSTITUTION PROCEDURES - 2

i. Detailed comparison of Contractor's construction schedule using proposed substitution with products specified for the Work. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery. Provide a schedule fragnet with a time impact analysis to allow the Government to consider the proposed substitution.

j. Cost information, including a proposal of change, if any, in the Contract Sum.

k. Proposed substitution complies with requirements in the Contract Documents except as indicated in substitution request, is compatible with related materials, and is appropriate for applications indicated.

l. The Contracting Officer may require the Contractor to provide a contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.

2. The Contracting Officer or Contracting Officer’s Representative (CO) or (COR) Action: If necessary, the Contracting Officer or COR will request additional information or documentation for evaluation. The Contractor shall be entitled to receive notice of action on submittals within a reasonable time, given the volume or complexity of the submittals and the criticality of the affected activities to Substantial Completion as may be indicated in the Project Schedule. The Contractor shall not be entitled to receive notice of action on submittals containing variations from Contract

1.5 requirements in less than twenty working days. Coordinate further with 01 33 00 Submittals.

FAILURE BY THE GOVERNMENT TO RESPOND DOES NOT CONSTITUTE ACCEPTANCE OF THE

PROPOSED SUBSTITUTION.

1.6 QUALITY ASSURANCE

A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage qualified testing agency to perform compatibility tests recommended by manufacturers.

1.7 PROCEDURES

A. Coordination: Modify or adjust affected work as necessary to integrate work of the approved substitutions.

PART 2 - PRODUCTS

2.1 SUBSTITUTIONS

A. Substitutions for Cause: Submit requests for substitution immediately upon discovery of need for change, but not later than 15 days prior to time required for preparation and review of related submittals.

1. Conditions: The Contracting Officer (CO) will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, the Contracting Officer (CO) will return requests without action, except to record noncompliance with these requirements:

a. Requested substitution is consistent with the Contract Documents and will produce indicated results.

b. Substitution request is fully documented and properly submitted.

c. If requested substitution involves schedule impact Contractor has identified time impact and a mitigation plan. .

d. Requested substitution has received necessary approvals of authorities having jurisdiction.

e. Requested substitution is compatible with other portions of the Work.

f. Requested substitution has been coordinated with other portions of the Work.

g. Requested substitution provides specified warranty.

SECTION 01 25 00 - SUBSTITUTION PROCEDURES - 3

Pensacola U.S. District Courthouse Repairs and Alterations Pensacola, Florida

h. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.

B. Substitutions for Convenience: The Contracting Officer (CO) will consider requests for substitution if received within 30 days after the Notice to Proceed. Requests received after that time may be considered or rejected at discretion of the Contracting Officer (CO) or the Contracting Officer Representative (COR).

1. Conditions: The Contracting Officer will consider Contractor's request for substitution when the following conditions are satisfied.

a. Requested substitution offers the Government a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional obligations the Government incurs..

b. Requested substitution does not require extensive revisions to the Contract Documents.

c. Requested substitution is consistent with the Contract Documents and will produce indicated results.

d. Substitution request is fully documented and properly submitted.

If requested substitution involves schedule impact Contractor has identified time impact and a mitigation plan.

e. Requested substitution has received necessary approvals of authorities having jurisdiction.

f. Requested substitution is compatible with other portions of the Work.

g. Requested substitution has been coordinated with other portions of the Work.

h. Requested substitution provides specified warranty.

i. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.

PART 3 EXECUTION (Not Used)

SECTION 01 27 00 - UNIT PRICES - 1

SECTION 01 27 00

UNIT PRICES

PART 1 - GENERAL

A. Unit price is defined in the Agreement.

1. Measurement: Method of measurement for each unit price is specified in the section applicable to the work.

2. Verification: The Government reserves the right to reject the Contractor's measurement of work in place that involves use of an established unit price, and to have this work measured at the Government's expense by an independent surveyor.

PART 2- PRODUCTS (Not Applicable)

PART 3- EXECUTION

A. UNIT PRICE ITEM SCHEDULE: Refer to drawings for items requiring unit prices

SECTION 01 31 00 - PROJECT MANAGEMENT & COORDINATION - 1

SECTION 01 31 00

PROJECT MANAGEMENT AND COORDINATION

1.1 SUMMARY

A. This section includes certain administrative provisions for managing and coordinating construction operations, including but not limited to the following:

1. General project coordination.

2. Coordination drawings.

3. Conservation.

4. Administrative and supervisory personnel.

5. Conferences and meetings.

6. Cleaning and protection.

7. Building Envelope Quality Assurance Program

1.2 GENERAL PROJECT COORDINATION

A. Coordination of Trades: Coordinate construction operations included in the various sections of the

Specifications to provide an efficient and orderly installation of each part of the Work. Coordinate construction operations included under different sections of the Specifications that depend on each other for proper installation, connection or operation. Keep pipes, ducts, conduit, and the like as close as possible to ceiling slab, walls, and columns to take up a minimum amount of space. Locate pipes, ducts, and equipment so that they do not interfere with the intended use of eyebolts and other lifting devices.

Assure all controls can be reached and operated.

1. Schedule construction operations in the sequence required to obtain the best results where the installation of one part of the Work depends on installation of other components before or after that part.

2. Coordinate installation of different components to provide maximum accessibility for required maintenance, service, testing and repair.

3. Minimize roof penetrations.

B. Notification: Prepare and distribute memoranda to each party involved, outlining special procedures required for coordination. Include notices, reports and meeting minutes as part of the memoranda.

C. Administrative Procedures: Coordinate scheduling and timing of administrative procedures with other construction activities to avoid conflicts and promote orderly progress of the Work. Administrative procedures 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 closeout activities.

6. Startup and adjustment of systems.

7. Provide & Update Building Envelope Quality Assurance/Inspection Program

8. Bi-Weekly Building Envelope Quality Assurance Meetings to be chaired by Contractor

SECTION 01 31 00 - PROJECT MANAGEMENT & COORDINATION - 2

1.3 ADMINISTRATIVE AND SUPERVISORY PERSONNEL

A. The Contractor shall provide administrative and supervisory personnel for proper performance of the Work.

B. Project Coordinator: Provide a full-time project coordinator, experienced in the administration and supervision of building construction, including all systems required in the project. The project coordinator shall be authorized to act as the coordinator of construction activities, including but not limited to the following:

1. Scheduling and sequencing of Work.

2. Sharing access to work spaces.

3. Installations.

4. Protection of work.

5. Cutting and patching.

6. Selections for compatibility.

7. Preparation of coordination of drawings.

8. Inspection and tests.

9. Temporary services and facilities.

C. Provide a waste management coordinator whose duties shall consist of developing and implementing a program for maximizing recycling of waste.

D. Add additional staff and respective duties as necessary for your specific project

1. Mechanical Electrical Plumbing (MEP) Coordinator.

2. Building Envelope Specialist

3. Building Information Modelling (BIM) Coordinator

1.4 CONFERENCES AND MEETINGS

A. Preconstruction Conference in Miami, FL: The government shall schedule a preconstruction conference before starting construction at a time and place convenient to the Contractor. The conference shall review responsibilities and personnel assignments.

1. Attendees: Participants at the conference shall be familiar with the project, shall be authorized to conclude matters relating to the Work, and shall minimally include representatives of the following parties:

a. Government.

b. Architect.

c. Major design consultants.

d. Contractor.

e. Major subcontractors.

f. Contractor’s third party testing subcontractors

g. BIM Coordination

h. Other concerned parties.

2. Agenda: Subjects for discussion shall include items of significance that could affect progress, including but not limited to the following:

a. Tentative construction schedule.

b. Construction Phasing

c. Critical work sequencing.

d. Designation of responsible personnel.

e. Procedures for processing field decisions and Change Orders.

f. Procedures for processing Applications for Payment.

g. Distribution of Contract Documents.

h. Submittal of Shop Drawings, Product Data, and Samples.

i. Preparation of Record Documents.

j. Use of the premises.

k. Parking availability.

l. Office, work, and storage areas.

m. Equipment deliveries and priorities.

SECTION 01 31 00 - PROJECT MANAGEMENT & COORDINATION - 3

n. Safety procedures.

o. First aid.

p. Site Security & specific process/procedures for ensuring Courthouse is secure at all times.

q. Site fencing, gates/access, removal of existing jersey barriers.

r. Housekeeping and progress cleaning.

s. Working hours.

t. Energy and resource efficiency / sustainability

u. Waste management

v. Building Envelope quality assurance

w. Water & Building Envelope Component Testing

x. BIM Coordination

B. Progress Meetings: The Government or designee shall conduct progress meetings at the Project Site at regular intervals. Dates of meetings shall be coordinated with preparation of the payment request.

1. Attendees: In addition to the Contractor's and Government's representatives, each subcontractor, supplier, or other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented. All participants at the conference shall be familiar with the Project and authorized to conclude matters relating to the Work.

2. Agenda: Review and correct or approve minutes of the previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to the status of the Project.

a. Contractor's Construction Schedule: Review progress since the last progress meeting.

Determine where each activity is in relation to the Contractor's Construction Schedule, whether on time or ahead or behind schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. Provide (4) week schedule look ahead.

b. Review the present and future needs of each entity present, including but not limited to the following:

1) Interface requirements.

2) Time.

3) Sequences of operations.

4) Status of submittals.

5) Deliveries.

6) Off-site fabrication.

7) Access.

8) Site utilization.

9) Temporary facilities and controls.

10) Hours of work.

11) Hazards and risks.

12) Housekeeping and progress cleaning.

13) Quality and work standards.

14) Change Orders.

15) Documentation of information for payment requests.

16) Updating of Record Documents.

17) Building Envelope Quality Assurance Program

18) BIM Coordination

3. Schedule Updating: The Contractor shall revise the Contractor's Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized. The revised schedule shall be issued concurrently with the report of each meeting.

SECTION 01 31 00 - PROJECT MANAGEMENT & COORDINATION - 4

1.5 UTILITY SERVICE INTERRUPTIONS Coordinate with other division one sections for minimum advance notices.

A. Before beginning construction, the GC shall verify, through inspection and testing, the location, elevation, capacity and condition of all utilities impacted by the project, which may include but not be limited to electric, gas, telephone, domestic water, sanitary/storm sewers, etc. Any conflicts or ambiguities between existing conditions and the construction documents must be reported to the GSA CO in writing for resolution.

B. Utility Service Interruption Plan: Within 14 calendar days from Notice to Proceed (NTP) Contractor shall submit a utility service interruption plan for the project. Plan shall include dates and times of each scheduled interruption, with estimated period of outage, list of existing equipment that will be affected by the interruption, proposed sequence of equipment shut-down and start-up, and responsible personnel.

1. Keep interruptions and periods of interruption to a minimum.

2. Schedule interruptions during times when the facility is unoccupied.

3. Plan must be approved in writing by the Building Manager and the Government or the

Government's representative. If not approved, consult with the Building Manager, and revise and resubmit the plan until approved.

C. Coordination of Interruptions: Sufficiently in advance of each scheduled utility interruption, the Contractor shall issue a notice to all affected parties, confirming each provision of the interruption, or canceling and rescheduling. Coordinate with the Building Manager and Government's representative, and confirm that the responsible personnel are prepared to execute the shut-down and start-up of affected existing equipment, prior to each interruption.

1.6 SUBMITTALS

A. Subcontract List: Within 14 calendar days from Notice to Proceed (NTP) prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Include the following information in tabular form:

1. Name, address, and telephone number of entity performing subcontract or supplying products.

2. Number and title of related Specification Section(s) covered by subcontract.

3. Drawing number and detail references, as appropriate, covered by subcontract.

4. Coordination Drawings: Comply with the shop drawing requirements specified in Division 1

Section "Submittal Procedures".

B. Waste Management: Within 7 calendar days after commencement of construction, submit the waste management plan, followed by monthly implementation reports.

C. Staff Names: Within 7 calendar days after commencement of construction, submit a list of principal staff assignments, including the superintendent and other primary personnel at the Project site. Identify individuals by name, duties and responsibilities, home address, and business and home telephone numbers.

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

D. Utility Service Interruptions: No later than 14 calendar days prior to the first planned interruption, submit the utility service interruption plan, followed by confirmed scheduled shut-down notices at least 3 calendar days prior to each interruption.

PART 2 - PRODUCTS (Not applicable)

SECTION 01 31 00 - PROJECT MANAGEMENT & COORDINATION - 5

PART 3 - EXECUTION

3.1 GENERAL COORDINATION PROVISIONS

A. Inspection of Conditions: Prior to installations, require the installer of each major component to inspect both the substrate and conditions under which work is to be performed.

1. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner.

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

B. Construction in Progress: Keep construction in progress, and adjoining materials in place, clean during handling and installation. Apply protective coverings where required for protection from damage or deterioration.

C. Construction Delivery Phase Commissioning: During the Construction Delivery Phase, the GC shall coordinate its testing, inspection and quality assurance activities with the GSA independent testing, inspection and verification. Elements of the GC quality control plan for all systems, assemblies and equipment may overlap elements of the commissioning requirements which shall be independently verified by the GSA. The GC shall perform Construction Delivery Phase commissioning support services as described below.

D. Completed Construction: Clean completed construction, and provide maintenance, as frequently as necessary to prevent damage or soiling or other deterioration through the remainder of the construction period. Adjust and lubricate operable components as necessary to assure operability without damage.

E. Limiting Exposures: Supervise construction operations to prevent exposure of any part of construction, completed or in progress, to harmful, dangerous, damaging or otherwise deleterious conditions during the construction period. Such conditions include but are not limited to the following:

1. Excessive static or dynamic loading.

2. Excessive internal or external pressures.

3. Excessively high or low temperatures.

4. Thermal shock.

5. Excessively high or low humidity.

6. Pollution and air contamination.

7. Water or ice.

8. Chemicals and solvents.

9. Light.

10. Radiation.

11. Puncture.

12. Abrasion.

13. Heavy traffic.

14. Soiling, staining, and corrosion.

15. Bacteria.

16. Rodent and insect infestation.

17. Combustion.

18. Electrical current.

19. High-speed operation.

SECTION 01 31 00 - PROJECT MANAGEMENT & COORDINATION - 6

20. Improper lubrication.

21. Unusual wear or other misuse.

22. Contact between incompatible materials.

23. Destructive testing.

24. Misalignment.

25. Excessive weathering.

26. Unprotected storage.

27. Improper shipping or handling.

28. Theft or vandalism.

29. Elevated Humidity.

SECTION 01 32 00 – CONSTRUCTION PROGRESS DOCUMENTATION - 1

SECTION 01 32 00

CONSTRUCTION PROGRESS DOCUMENTATION

A. This section includes certain schedules and reports required for documenting the progress of construction during performance of the Work.

B. Coordinate the timing for preparation and processing of schedules and reports with the performance of other construction activities and maintain a consistent and logical correlation between updated schedules and reports.

C. Existing Building Interior Temperature & Humidity Readings

D. All construction progress documentation should be created and transmitted electronically into GSA’s electronic Project Management (ePM) database system.

1.2 SCHEDULE OF INSPECTIONS AND TESTS

A. Prepare and submit a schedule of inspections, tests and similar services required by the Contract

Documents within 14 calendar days after issuance of the Notice to Proceed.

B. Contractor shall coordinate the schedule of inspections and tests with the Construction Schedule and other related documents. Prepare the schedule in tabular form, including but not limited to the following information:

1. Specification section number.

2. Description.

3. Identification of applicable standards.

4. Identification of methods to be used.

5. Number of inspections, tests or similar services.

6. Time schedule or time span.

7. Responsible entity.

8. Requirements for taking samples.

9. Unique characteristics.

C. Distribution: Submit in ePM electronic copies of the schedule of inspection and tests to the Contracting

Officer, entities designated by the Contracting Officer, and each party involved in performance of portions of the Work where inspections, tests and similar serviced are required.

1.3 SCHEDULE OF SUBMITTALS

A. Prepare and submit a schedule of submittal required by the Contract Documents within 14 calendar days after issuance of the Notice to Proceed.

B. Contractor shall create in ePM the schedule of submittals and other related documents to be prepared in tabular form,

1.4 REPORTS

A. Daily Construction Reports: Prepare electronic daily construction report recording the following information concerning but not limited to events at the site. All daily reports are to be uploaded to GSA’s e-PM Include:

SECTION 01 32 00 – CONSTRUCTION PROGRESS DOCUMENTATION - 2

1. Interior Temperature & Humidity Readings taken from the same pre-established locations in the building as agreed upon by GSA & the Courts but at a minimum- (1) Reading in each of the spaces within the area of Renovation on every floor AND in each space adjoining the area of renovation.

Readings to be taken in the morning, noon, and end of the day at the same time every day.

2. List of subcontractors at the site.

3. List of separate contractors at the site.

4. List of Contractor Security Guard personnel on site.

5. Count of personnel at the site.

6. High and low temperatures, general weather conditions.

7. Accidents.

8. Meetings and significant decisions.

9. Unusual events (see D. Unusual Event Reports below).

10. Stoppages, delays, shortages, and losses.

11. Meter readings and similar recordings.

12. Emergency procedures.

13. Orders and requests of governing authorities.

14. Change Orders received or implemented.

15. Services connected or disconnected.

16. Equipment or system tests and startups.

17. Partial completions or occupancies.

18. Summary of all work performed.

B. Material Location Reports: At not more than weekly intervals, prepare a comprehensive list of materials delivered to and stored at the site. The list shall be cumulative, showing materials previously reported plus items recently delivered. Include a statement of progress on and delivery dates for materials or items or equipment fabricated or stored away from the site. Within 7 Calendar days submit copies of the list to the Contracting Officer (CO) or Contracting Officer's Representative (COR).

C. Field Correction Reports: When the need to take corrective action requires a departure from the Contract

Documents, prepare a detailed report. Include a statement describing the problem and recommended changes. Indicate reasons the Contract Documents cannot be followed.