21-18-828PMV083-SPECS.pdf

SPECIFICATIONS

USCG BASE MIAMI BEACH

HURRICANE IRMA ROOF REPAIRS

MIAMI BEACH , FLORIDA

PROJECT NUMBER 10200427

FEBRUARY 9, 2018

COMMANDING OFFICER, CIVIL ENGINEERING UNIT MIAMI

15608 S.W. 117TH AVENUE

MIAMI, FLORIDA

33177

USCG BASE MIAMI BEACH 10200427

PROJECT TABLE OF CONTENTS Page 1 of 2

PROJECT TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00 GENERAL REQUIREMENTS

01 32 00 PROGRESS SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

DIVISION 02 – EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 – CONCRETE

03 11 13 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00 CONCRETE ACCESSORIES

03 20 00 CONCRETE REINFORCING

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 – MASONRY

NOT USED

DIVISION 05 – METALS

05 40 00 COLD-FORMED METAL FRAMING

DIVISION 06 – WOODS, PLASTICS AND COMPOSITES

NOT USED

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 53 60 EPDM ROOF

07 92 00 JOINT SEALANTS

DIVISION 08 – OPENINGS

08 60 45 SKYLIGHTS

DIVISION 09 – FINISHES

09 67 23.14 CHEMICAL RESISTIVE RESINOUS FLOORING

DIVISION 10 – SPECIALTIES

NOT USED

DIVISION 11 – EQUIPMENT

NOT USED

DIVISION 12 – FURNISHINGS

NOT USED

DIVISION 13 – SPECIAL CONSTRUCTION

PROJECT TABLE OF CONTENTS Page 2 of 2

13 34 19 PRE-ENGINEERED METAL BUILDING

DIVISION 14 – CONVEYING EQUIPMENT

NOT USED

DIVISION 22 – PLUMBING

NOT USED

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING

NOT USED

DIVISION 26 – ELECTRICAL

26 00 00 BASIC ELECTRICAL MATERIALS AND METHODS

26 41 00 LIGHTNING PROTECTION SYSTEM

DIVISION 27 – COMMUNICATIONS

NOT USED

DIVISION 31 – EARTHWORK

NOT USED

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 31 13.20 CHAIN LINK FENCES AND GATES

DIVISION 33 – UTILITIES

NOT USED

DIVISION 41 – MATERIAL PROCESSNG & HANDLING EQUIPMENMT

41 22 13,16 - GANTRY CRANES

-- End of Project Table of Contents --

SECTION 01 11 00 Page 1 of 6

SECTION 01 11 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 GENERAL DESCRIPTION

The work includes, but is not limited to furnishing all the materials, labor and equipment to perform the following tasks, including all work as shown on the drawings, specified herein and as indicated below.

A. Re-roof Building #7, The Operations Building

1. Remove portions of the Roof Grounding Bridal to facilitate to replacement of the existing single ply roof.

2. Remove and store existing 16” x16”x1½” concrete pavers for later reinstallation on the new roof.

3. Remove the (39) existing 3’x3’ skylights shown on the plans and close off openings with concrete, flush with the existing surrounding concrete deck.

4. Remove (8) existing 3’x3’ skylights shown on the plans and replace with new 3’ x3’ double dome skylights where shown on the Roof Plan.

5. Remove and Replace existing 3’ x 3’ roof access hatch.

6. Remove and Replace (2) Existing Gooseneck Exhaust Ducts.

7. Remove and replace existing (5) assorted roof mounted exhaust fans on lower roof. Refer to Mechanical Roof Plan for size and type.

8. Remove and replace existing EPDM roof in its entirety, including flashing, cant strips, expansion material and expansion bellows.

9. Re-install the portions of the grounding bridal that were removed to install new roof. The dispose of the portions that were connected to the skylights that were removed and covered.

10.Re-certify the entire Grounding Bridal System according to the

Lightning Protection Institute and UL Master Label. Secure and deliver certifications to the Coast Guard prior to project completion.

B. Drum Storage Building

1. Provide a temporary Haz Mat Storage Unit for (24) 55 gallon drums for the duration of the project. Coast Guard personnel will relocate all supplies, portable equipment and pallets under the existing metal building to be demolished prior to demolition.

2. Remove and dispose of all chain link fence, barbed wire, and metal tubing.

SECTION 01 11 00 Page 2 of 6

4. Remove electrical lighting fixtures and turn over to the Coast Guard.

5. Remove and dispose of existing electrical junction boxes, switches and conduits / wiring attached to metal building to be demolished.

6. Systematically Demolish and dispose of existing 60’ x 90’ metal building all the way down to the slab. Carefully remove the steel frames from their pedestals so as not to damage the existing anchor bolts. Existing anchor bolts will be reused to fasten the new pre-manufactured steel building.

7. Provide new 60’ x 90’ pre-manufactured steel building on top of existing concrete slab and footings.(Refer to Spec Section 13 34 19)

8. New pre-manufactured building shall be 24’ high at eave and shall have a metal wall starting 8’ A.F.F. on the North and West

Elevations. It shall also have a metal wall starting 4” above

Dynamometer Building roof going all the way up to the new pre-manufactured steel building roof. Refer to the Elevations and

Sections.

9. Alter and modify existing concrete slab as per foundation plan and details to accept new steel columns at perimeter.

10. Provide new electrical lighting and receptacles as per electrical plans. Connect all lighting and power to existing panel in

Dynamometer Building.

11. Provide new gutters at both eaves and downspouts at all main frame columns (8 total). Refer to Plans.

12. Provide new chain link/ barbed wire fence and gates under the new pre-manufactured steel building as per plans.

13. Prepare and coat the existing concrete floor slab and concrete containment curb with a two part epoxy coating.

1.1.1 Project Sequencing

Contractor will be working on a site where space is at a premium.

Project shall be done in manageable stages, so as not disturb Coast

Guard personnel as little as possible.

1.2 LOCATION AND ACCESS

The work site is located at:

USCG Base Miami Beach

Building #7 and Drum Storage Building

100 McArthur Causeway

Miami Beach, Florida 33139

1.3 INSPECTION PRIOR TO BID

Prospective bidders are encouraged to visit the site to familiarize themselves with the existing conditions. Access to various sites must be

SECTION 01 11 00 Page 3 of 6 coordinated through MAT2 Jose Calderon, USCG Base Miami, Miami Beach, Florida; Phone: (305) 535-4547.

1.4 DRAWINGS ACCOMPANYING SPECIFICATIONS

Drawings to be used with these specifications shall consist of U.S. Coast

Guard Drawing Number:

M2265-D, 12 sheets

Drawings are the property of the Government and shall not be used for any purpose other than that contemplated by the specification.

1.5 PROJECT PERFORMANCE TIME

The total contract performance period shall be 180 calendar days, which includes the time needed to approve all material submittals. After work begins at the site, the contractor shall work continuously during normal working hours, fully man the project and show daily progress until all work is complete.

1.6 WORK HOURS

The Contractor shall perform the work at the site from Monday through Friday from 7:00 AM to 5:00 PM, except Federal holidays. The Contractor shall coordinate working hours with COTR.

1.7 AVAILABILITY OF UTILITY SERVICES

Reasonable amounts of the following utilities will be made available to the

Contractor without charge.

Electricity

The Contractor shall pay all costs incurred in connecting, converting, and transferring the utilities to the work. The Contractor shall be responsible for making connections including providing back flow preventers, transformers, and for disconnections. Temporary toilet facilities shall be provided by the Contractor for his personnel.

1.8 UNDERGROUND AND CONCEALED UTILITIES

The utility locations shown on the drawing may not be exact. Notify the COR and the cognizant utility companies at least 2 working days before excavating. Mark the excavation route and intersecting utilities. The COTR and utility company representatives will review the Contractor’s layout and notify the contractor if any known utilities have been left unmarked.

Handwork shall be employed for soil removal around all buried utilities.

Buried utilities located within the area to be excavated shall be shored up to prevent sagging, bending, breakage, and other damage.

1.9 UTILITY OUTAGES

Before interrupting or shutting down any utility, make a request for the interruption to the COTR at least 2 working days before the anticipated interruption. Identify the utility, reason for interruption, proposed time of interruption, and duration of interruption. Do not interrupt utilities until authorized by the COTR.

SECTION 01 11 00 Page 4 of 6

1.10 WORK COORDINATION AND PROTECTION

The Contractor shall closely coordinate all work with the Contracting

Officer's Representative (COR) in order to reduce to a minimum disturbances to operations and Coast Guard personnel. After site work begins, the

Contractor shall work continuously during normal working hours and show daily progress until all work is complete. The total contract performance period shall be 180 calendar days which includes the time needed to approve material submittals and complete all project record (closeout) documents.

The Contractor shall be responsible for any damages to adjacent areas or contents during the duration of the construction contract period.

1.11 ENVIRONMENTAL CONSIDERATIONS AND REQUIREMENTS

1.11.1 All roofing work shall require the use of a Florida certified roofing company or a contractor with the appropriate amount of EPA and OSHA asbestos training. Lead is likely to be present in all painted surfaces (29CFR1926) and apply Lead Based Paint Techniques to painted surfaces that are disturbed during drilling, sanding or abrading when executing the work of this project.

1.11.2 Contractor shall comply with EPA and OSHA laws and regulations as follows

Treated wood waste must be disposed in a State permitted lined landfill and segregated from regular trash. Must be securely wrapped in visquine or other impermeable layer to prevent leaching of contaminants while in storage or transport to landfill. Contractor shall provide landfill receipts to the Coast Guard.

Solid waste and non-hazardous debris must be managed in accordance with F.A.C. Rule 62-701.

Construction and demolition debris shall be disposed of at a permitted facility in accordance with F.A.C. Rule 62-701.730.

Paint waste and debris must be containerized and characterized prior to disposal, as well as managed in accordance with applicable State of Florida, EPA and OSHA laws and regulations.

Disposal of Mercury containing fluorescent bulbs shall be managed per regulation (Chapter 62-737 Florida Administrative Code and 40 CFR

273).

Light ballasts identified as containing PCBs, or assumed to be

PCB containing shall be managed IAW 40CFR761.

Used or spent batteries shall be managed in accordance with Universal

Waste Management regulations.

Waste smoke detectors must be managed in accordance with federal, state and local laws and regulations.

Best Management Practices for power washing are provided as Exhibit “A” To this work specification. Contractor shall comply with all requirements.

SECTION 01 11 00 Page 5 of 6

Turtle lighting recommendations are provided as Exhibit “B” to this work specification. Contractor shall comply with these requirements whenever practical and feasible.

1.12 CONTRACTOR USE OF PREMISES

The Contractor will be working on property owned by the Coast Guard. The contractor shall become familiar with and obey all fire, traffic, and security regulations. Personnel shall not stray from the immediate area of work nor direct avenues of ingress and egress unless authorized in advance by the COR.

1.13 STORAGE AREA

The Contractor will be provided a storage area in a location determined by the COR. The Contractor shall be responsible for restoring the area to its original condition at the completion of the work. The Contractor shall be responsible for repair of any damages incurred to buildings, sodded areas, or pavement as a result of storage activities.

1.14 CLEANUP

The Contractor shall keep the work area, including storage area, free from accumulations of waste materials on a daily basis and comply with all federal, state and local regulations pertaining to the storage, transport and disposal of wastes.

1.15 STORM PROTECTION

Should warnings of winds of gale force or stronger be issued, the Contractor shall take every practicable precaution to minimize danger to person, the work, and to adjacent property. Precautions shall include, but not be limited to, closing all openings, removing all loose materials, tools and equipment from exposed locations, and removing or securing scaffolding and other temporary work

1.16 RECEIPT OF MATERIALS

Shipment of equipment, materials, and supplies shall be addressed to the

Contractor - not the Government or to the property owners. The Contractor must be on hand to accept all shipments; the Government or property owners will not accept shipments.

1.17 DELIVERY AND STORAGE

Equipment and materials shall be carefully handled, properly stored, and adequately protected to prevent damage before and during installation, in accordance with the manufacturer's recommendations and as approved by the

COR. Damaged or defective items shall be replaced. Location of storage and staging area shall be designated by the COR. The Contractor will be responsible for security of all materials and equipment.

1.18 SECURITY

The Contractor shall provide the Contracting Officer's Representative with a list of names of all personnel who will be working on the site. This list will be required 72 hours prior to the date personnel are needed at site.

The Contractor may submit a revised list at any time during the project.

Only personnel on the approved listing will be allowed on the site.

SECTION 01 11 00 Page 6 of 6

1.19 RECORD DRAWINGS

The Contractor shall maintain at the job site two sets of full size contract drawings marked to show any deviations which have been made from the contract drawings, including buried or concealed construction and utility features revealed during the course of construction. These drawings must be kept current with all deviations marked daily and shall be available for review by the COR at all times. The COR must approve and sign the Project

Record Documents prior to payment. Final payment will not be approved until the marked prints are delivered to the Contracting Officer's Representative.

Final record drawings must be submitted prior to final inspection.

1.20 FINAL INSPECTION AND ACCEPTANCE

When the work is complete and ready for final inspection, submit a written request for final inspection (at least with 7 days anticipation) to the

Contracting Officer's Representative.

1.21 WARRANTIES

All warranties and/or guarantees, either implied or expressed, for individual equipment shall be endorsed to Government.

1.22 FIELD TESTS

Notify the COTR at least 2 working days in advance of the dates and times scheduled for all field tests.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

-- End of Section --

SECTION 01 33 00 Page 1 of 13

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUBMITTALS REQUIRED

Items to be submitted are specified in each applicable Section of this specification and listed in the submittal register. Submittals shall be approved before procurement, fabrication, or delivery of items to the job site. Submittals shall include the manufacturer's name, trade name, catalog model or number, nameplate data, size, layout dimensions, capacity, project specification and paragraph reference, applicable Federal, Military, industry and technical society publication references, and other information necessary to establish contract compliance of each item that the Contractor proposes to furnish. Indicate the description of what is being submitted on the submittal cover sheet.

1.2 TIMING OF SUBMITTALS

1.2.1 General

Submit submittals in sufficient time and in such sequence to avoid delays in the Work. Except for voluminous submittals, numerous submittals submitted on or about the same time, and submittals for very complex items, submittals will be reviewed by the Contracting Officer’s Representative (COR) and returned to the Contractor electronically within 10 working days after receipt. Large submittals shall be submitted electronically via CD to prevent overloading government servers. Commence submittal procedures upon receiving the Notice to Proceed.

1.2.2 Commencing the Submittal Process

Commence the shop drawing submittal process upon award of project. Special attention shall be given to the long lead items to avoid delays in the Work.

1.2.3 Preparation of Electronic Submittals

Prepare electronic submittals from one division complete and submit together and at the same time – piecemeal submittals from within each division are not acceptable and will be returned without review at the discretion of the Contracting Officer’. In addition, submittals whose layouts and design are dependent on the Work included in other divisions (example: shop drawing submittal indicating a new mechanical utility building whose construction, size, layout and orientation depends on the type, manufacturer and size of the mechanical and electrical equipment contained within) shall also be returned without review at the discretion of the Contracting Officer if all related submittals from other applicable divisions are not submitted simultaneously. Except for voluminous submittals, numerous submittals submitted on or about the same time, and submittals for very complex items, submittals will be reviewed by the Contracting Officer and returned to the Contractor within 10 working days after receipt by the Contracting Officer.

1.2.4 Long-Lead Items

Comply with the requirements specified in the Letter of Award. Submit a list of long lead items within 5 calendar days of Award. This list shall identify items such as, but not limited to materials, fabrication and delivery of

SECTION 01 33 00 Page 2 of 13 items to the job site. Prepare submittals and submit those items in sufficient time to avoid delays.

1.3 DEFINITION

Contractor shall review individual specification sections for submittal requirements and applicable publications relating to submittals. Typical submittal types and numbers of each required are as follows:

1.3.1 Preconstruction Submittals (1 electronic copy each)

Submit all preconstruction submittals for approval within 10 calendar days after the Notice of Award date. All preconstruction submittals shall be approved prior to the start of any work on-site.

The preconstruction submittals shall include:

a. Progress schedule.

b. Schedule of Values.

c. Long lead items.

d. Personnel list for security access.

e. Safety Plan.

f. Demolition Plan.

1.3.2 Shop Drawings (1 electronic copy each)

Shop drawings shall show types, sizes, accessories, elevations, floor plans, sectional views, installation details, elementary diagrams, wiring diagrams, details of equipment and equipment spaces identifying and indicating proposed location, layout and arrangement of items of equipment, control panels, accessories, piping, ductwork, and other items that must be shown to ensure a coordinated installation. Wiring diagrams shall identify circuit terminals and shall indicate the internal wiring for each item of equipment and the interconnection between the items. Drawings shall also indicate adequate clearance for operation, maintenance and replacement of operating equipment devices. If any equipment is disapproved, the drawings shall be revised to show acceptable equipment and be resubmitted. Shop Drawings shall be a minimum of 8–1/2 inches by 11 inches in size using a 1/4" = 1'-0" scale size for ductwork and piping layout outside mechanical rooms, and a 1/2" = 1'-0" scale size for plan views and cross section views of each mechanical room.

1.3.3 Product Data (1 electronic copy each)

Submittals for each manufactured item shall be manufacturer's descriptive literature of cataloged products, equipment drawings, diagrams, performance and characteristic curves and catalog cuts. Submit complete descriptive data for each type of material. Clearly mark data to indicate the type of material the Contractor intends to provide.

1.3.4 Test Reports (1 electronic copy each)

SECTION 01 33 00 Page 3 of 13

Before delivery of materials and equipment or completion of the Work where indicated, certified copies of all test reports specified in the individual sections shall be submitted for approval.

1.3.5 Samples (2 each)

Submit color (not black and white) printed data or actual pieces of the items where specified in the individual specification sections. The contract prices will not be adjusted due to the Contracting Officer's selection of any color, texture, or pattern submitted.

1.3.6 Colors (1 electronic copy each)

Unless otherwise noted in Contract Documents color selection will be made by the COR.

1.3.7 Certificates of Compliance (1 electronic copy each)

Submit certification from the manufacturer attesting that materials and equipment to be furnished for this project conform and comply to the requirements of this specification and of the referenced publications. Pre-printed certifications will not be acceptable; certifications shall be in the original. The certification shall not contain statements that could be interpreted to imply that the product does not meet all requirements specified, such as "as good as"; "achieve the same end use and results as materials formulated in accordance with the referenced publications"; "equal or exceed the service and performance of the specified materials". The certification shall simply state that the product conforms to the requirements specified.

1.3.8 Standards of Compliance (1 electronic copy each)

When materials or equipment must conform to the standards of organizations such as the American National Standards Institute (ANSI), American Society for Testing and Materials (ASTM), National Electrical Manufacturers Association (NEMA), and Underwriters Laboratories (UL), proof of such conformance shall be submitted to the Contracting Officer for approval. If an organization uses a label or listing to indicate compliance with a particular standard, label or listing, the Contractor shall submit a certificate from an independent testing organization, which is competent to perform acceptable tests and is approved by the Contracting Officer. The certificate shall state that the item has been tested in accordance with the specified organization's test methods and that the item conforms to the specified organization's standard. For materials and equipment whose compliance with organizational standards or specifications is not regulated by an organization using its own listing or label as proof of compliance, a Certificate of Compliance from the manufacturer shall be submitted for approval. The certificate shall identify the manufacturer, the product and the referenced standard and shall simply state that the manufacturer certifies that the product conforms to all requirements of the project specification and of the referenced standards listed.

1.3.9 Manufacturer's Instructions (1 electronic copy each)

Where installation procedures or any part hereof, are required to be in accordance with the recommendations of the manufacturer of the material being installed, printed copies of these recommendations shall be furnished to the Contracting Officer prior to installation. Installation of the item will not be allowed to proceed until the installation recommendations are received. Failure to furnish these recommendations can be cause for

SECTION 01 33 00 Page 4 of 13 rejection of the material. With this submittal, explicitly identify in writing any differences between manufacturer's installation instructions and the requirements specified herein.

1.3.10 Operation and Maintenance Manuals (1 paper copy to ensure completeness, then 3 hard copies plus 3 electronic copies on DVD media)

Compile an Operation and Maintenance Manual section for each item of equipment. The Operation and Maintenance Manuals shall form a part of the Record Documents - refer to section 01 11 00, “Summary of Work”, for additional requirements. Furnish the complete manuals bound in hardback binders. Provide one complete manual prior to the time that equipment tests are performed for review and approval. Provide the final manuals including the electronic copies (in PDF format) incorporating all review comments prior to Contract completion. Provide the following inscription on the cover of each manual and each electronic DVD copy:

OPERATION AND MAINTENANCE MANUAL

Project Name Project Number

Name of Prime Contractor Contract Number

Page 1: Provide the first (cover) page of the manual with the following:

Project Name Project Number

Contract Number

General (Prime) Contractor: Name, address, telephone number.

Sub-Contractor: Name, address, telephone number (for each sub-contractor).

Major Equipment Vendor/Supplier: Name, address and telephone number for each local representative for each item of equipment.

Page 2: Table of Contents

Assemble the remaining portions of the manual to conform and coordinate with the Table of Contents. Each section shall have a tab sheet placed before the data or instructions covering the subject and shall match the order presented in the Table of Contents. The instructions shall be legible and easily read, with large sheets of drawings folded in as required. Each section shall include, as a minimum:

a. A complete description of the system, wiring and control diagrams with data to explain detailed operation and control of each item of equipment;

b. A control sequence describing start-up, operation and shut-down instructions;

c. Installation instructions;

d. Maintenance instructions;

e. Lubrication schedule including type, grade, temperature range, and frequency;

SECTION 01 33 00 Page 5 of 13

f. Safety precautions, diagrams, and illustrations;

g. Operating instructions;

h. Test procedures;

i. Performance data;

j. Parts list. The parts lists for equipment shall indicate the sources of supply, recommended spare parts, and the service organization, which is reasonably convenient to the project site. The manual shall be complete in all respects for equipment, controls, accessories, and associated appurtenances provided;

k. Training lesson plans;

l. Training(s) letter to Contracting Officer.

1.3.11 Operating Instructions (1 electronic copy each)

Furnish manufacturer's Operating Instructions for each principal mechanical and electrical component or item, for use by operating personnel. A copy shall be provided in each of the Operations and Maintenance manuals as indicated above. The operating instructions shall include wiring diagrams, control diagrams, and control sequences for each principal item of equipment. The instructions shall describe the functions of the equipment, its most economical operation, start-up and shutdown procedures, procedures to follow in the event of failure, normal maintenance practices, and caution and warning notices.

1.3.12 Training Instructions (hard copies for the attendees and 1 electronic copy each)

Prior to conducting any training instructions, furnish a lesson plan and the qualifications of the trainer for each training session specified under each individual technical specification section. Each lesson plan shall be prepared on 8-1/2” x 11” paper and include, as a minimum:

a. Project title, name of contractor and/or subcontractors responsible for each training lesson including address and telephone number;

b. The name and qualifications of the proposed trainer including the trainer’s resume, work history and/or relationship with the service provided, certifications and trainer history;

c. A complete description of the system/equipment/component to be instructed;

d. Training schedule including all topics listed in the order of proposed presentation, breaks, demonstrations – all presented within a maximum (or multiple) 8 hour day(s);

e. General technical description of each topic to be presented including wiring and control diagrams, operation and control of each item of equipment, demonstration of control sequences describing normal and emergency operations, recommended maintenance cycles, lubrication schedule, safety precautions.

SECTION 01 33 00 Page 6 of 13

PART 2 - PRODUCTS

PART 3 - EXECUTION

Provide the submittals listed in the attached Appendix 01 33 00.A and in the format and quantities specified herein.

APPENDIX 01 33 00.A

SCHEDULE OF MATERIAL SUBMITTALS

PROJECT TITLE

USCG BASE MIAMI BEACH

HURRICANE IRMA ROOF REPAIRS

PROJECT NUMBER

10200427

CONTRACT NUMBER

SPECIFICATION

PARAGRAPH NUMBER

SUBMITTAL

DESCRIPTION

SUBMITTAL TYPES REQUIRED

R E Q U I R E D

S U B M I S S I O N

D A T

B M I T T A L

N U M B

R

S U B M T T A L

N

M B

T E

O

C

N T R A C T I

G

T E

T O

P R O J E

M

N A G

DATE CONTRACTOR

NOTIFIED

REMARKS

S H O P

D R A W I N

P

O D U C T

D A

S T

R E P O R

M P L

R T I F I C A T E S

F

M P L I A N

A N D A R D S

M P L I A N

N U F A C T U R E R

I

S T R U C T I O

N U F A C T U R E R

W

R R A N

Y

E R A T I O N

A

I N T E N A N C E

D A

H

P R O V

P R O V E D

W I

H

M M E N

S A P P R O V

N A L

A P P R O V

Division 01

01 11 00

01 32 00

01 33 00

Division 02

02 41 00

PROJECT TITLE

USCG BASE MIAMI BEACH

HURRICANE IRMA ROOF REPAIRS

PROJECT NUMBER

SUBMITTAL

DESCRIPTION

SUBMITTAL TYPES REQUIRED

R E Q U I R

B M I S S I O N

D A

B M I T T A L

N U M B

S U B M T T

M B

T E

N T R A C T I

T E

T O

P R O J E

N A G

REMARKS

S H O P

D R A W I N

O D U C T

D A

S T

R E P O R

M P L

R T I F I C A T E S

M P L I A N

A N D A R D S

M P L I A N

N U F A C T U R E R

S T R U C T I O

N U F A C T U R E R

R R A N

E R A T I O N

A

I N T E N A N C E

D A

H

P R O V

P R O V E D

W I

M M E N

S A P P R O V

N A L

A P P R O V

Division 03

03 11 13

03 15 00

03 20 00

03 30 00

Division 04

Not Applicable.

PROJECT TITLE

USCG BASE MIAMI BEACH

HURRICANE IRMA ROOF REPAIRS

PROJECT NUMBER

SUBMITTAL

DESCRIPTION

SUBMITTAL TYPES REQUIRED

R E Q U I R

B M I S S I O N

D A

B M I T T A L

N U M B

S U B M T T

M B

T E

N T R A C T I

T E

T O

P R O J E

N A G

REMARKS

S H O P

D R A W I N

O D U C T

D A

S T

R E P O R

M P L

R T I F I C A T E S

M P L I A N

A N D A R D S

M P L I A N

N U F A C T U R E R

S T R U C T I O

N U F A C T U R E R

R R A N

E R A T I O N

A

I N T E N A N C E

D A

H

P R O V

P R O V E D

W I

M M E N

S A P P R O V

N A L

A P P R O V

Division 05

05 40 00

Division 06

Not Applicable. X

PROJECT TITLE

USCG BASE MIAMI BEACH

HURRICANE IRMA ROOF REPAIRS

PROJECT NUMBER

SUBMITTAL

DESCRIPTION

SUBMITTAL TYPES REQUIRED

R E Q U I R

B M I S S I O N

D A

B M I T T A L

N U M B

S U B M T T

M B

T E

N T R A C T I

T E

T O

P R O J E

N A G

REMARKS

S H O P

D R A W I N

O D U C T

D A

S T

R E P O R

M P L

R T I F I C A T E S

M P L I A N

A N D A R D S

M P L I A N

N U F A C T U R E R

S T R U C T I O

N U F A C T U R E R

R R A N

E R A T I O N

A

I N T E N A N C E

D A

H

P R O V

P R O V E D

W I

M M E N

S A P P R O V

N A L

A P P R O V

Division 07

07 53 60 X X

07 92 00 Sealants X

Division 08

08 60 45

SKYLIGHTS

PROJECT TITLE

USCG BASE MIAMI BEACH

HURRICANE IRMA ROOF REPAIRS

PROJECT NUMBER

SUBMITTAL

DESCRIPTION

SUBMITTAL TYPES REQUIRED

R E Q U I R

B M I S S I O N

D A

B M I T T A L

N U M B

S U B M T T

M B

T E

N T R A C T I

T E

T O

P R O J E

N A G

REMARKS

S H O P

D R A W I N

O D U C T

D A

S T

R E P O R

M P L

R T I F I C A T E S

M P L I A N

A N D A R D S

M P L I A N

N U F A C T U R E R

S T R U C T I O

N U F A C T U R E R

R R A N

E R A T I O N

A

I N T E N A N C E

D A

H

P R O V

P R O V E D

W I

M M E N

S A P P R O V

N A L

A P P R O V

Division 09

Division 10

Division 11

Division 12

Division 13

PROJECT TITLE

USCG BASE MIAMI BEACH

HURRICANE IRMA ROOF REPAIRS

PROJECT NUMBER

SUBMITTAL

DESCRIPTION

SUBMITTAL TYPES REQUIRED

R E Q U I R

B M I S S I O N

D A

B M I T T A L

N U M B

S U B M T T

M B

T E

N T R A C T I

T E

T O

P R O J E

N A G

REMARKS

S H O P

D R A W I N

O D U C T

D A

S T

R E P O R

M P L

R T I F I C A T E S

M P L I A N

A N D A R D S

M P L I A N

N U F A C T U R E R

S T R U C T I O

N U F A C T U R E R

R R A N

E R A T I O N

A

I N T E N A N C E

D A

H

P R O V

P R O V E D

W I

M M E N

S A P P R O V

N A L

A P P R O V

Division 14

Division 15 - 22

Reserved.

Division 23

Division 24 - 25

PROJECT TITLE

USCG BASE MIAMI BEACH

HURRICANE IRMA ROOF REPAIRS

PROJECT NUMBER

SUBMITTAL

DESCRIPTION

SUBMITTAL TYPES REQUIRED

R E Q U I R

B M I S S I O N

D A

B M I T T A L

N U M B

S U B M T T

M B

T E

N T R A C T I

T E

T O

P R O J E

N A G

REMARKS

S H O P

D R A W I N

O D U C T

D A

S T

R E P O R

M P L

R T I F I C A T E S

M P L I A N

A N D A R D S

M P L I A N

N U F A C T U R E R

S T R U C T I O

N U F A C T U R E R

R R A N

E R A T I O N

A

I N T E N A N C E

D A

H

P R O V

P R O V E D

W I

M M E N

S A P P R O V

N A L

A P P R O V

Division 26

26 00 00 – P 1.5.2 a Girder Crane X X

26 00 00 – P 1.5.3 Grounding Bridal X

26 20 00 – P 1.5.2 b Lighst fixtures X X

Division 27 - 48

Not applicable.

SECTION 01 32 00 Page 1 of 3

SECTION 01 32 00

PROJECT SCHEDULE

Prepare a horizontal bar graph progress schedule using a time scale. The project should be divided and subdivided into a sufficient number of work activities that can accurately graphically display the work sequence, activity duration, interplay of activities, and dollar value of each activity.

1.1 RESPONSIBILITY

The Contractor is responsible for executing the work within the time stated in the contract.

1.2 SUBMITTALS

1.2.1 Final Progress Schedule

Submit final progress schedule no later than 5 calendar days after receiving the Notice To Proceed (NTP). A draft schedule is to be submitted before the preconstruction conference with time periods shown but without dates of NTP and completion shown. Once a NTP date has been established, the dates are to be filled in. By having the draft schedule at the preconstruction conference, the Contracting Officer and Contractor can discuss any apparent inconsistencies or omissions, and approval can be expedited.

1.2.2 Updated Progress Schedule

Submit updated progress schedule every month along with the request for payment.

2.1 PROGRESS SCHEDULE

Progress schedule shall have project name, location, contract number, and company name. The final progress schedule, with the NTP and completion dates filled in, shall be signed.

2.1.1 At the left side of the form, list in columns.

a. Activity Number and Description - At a minimum, break down the project into 10 activities. If enough detail is given on the progress schedule, then the activity breakdown may be done at the Contracting Officer's discretion. Activities can be of various origins (i.e. by specification section, by logical sequence of work, by breakdown used for bid estimates, etc.)

b. Specification Section Reference - This is optional. Use only if the breakdown of activities directly correlates with the specification sections.

SECTION 01 32 00 Page 2 of 3

c. The Activities Percentage (i.e. 50%) or Weight (i.e..5) of the entire contract based on Dollar Value - the cumulative percentage should add up to 100 percent.

d. Estimated Value of the Activity - Profit and overhead should be distributed throughout activities or listed as a separate line item and distributed over the entire length of the project. The total values should add to the contract amount.

2.1.2 Top of Form

Establish the time schedule across the top of the sheet for the entire project duration. Divide the project into months, weeks, or days depending on the length of the project and an appropriate time scale.

2.1.3 General

Lay out a bar graph opposite each activity, corresponding to the schedule start date and extended for the scheduled duration of the activity.

Indicate the percentage of the activity which you intend to complete each week above or below each bar.

3.1 UPDATING SCHEDULE

Update and submit progress schedule every month with progress payment showing actual progress. Updated progress schedules shall include the original information and an updated actual progress curve using a broken line.

3.2 DELAYS

If the Contractor knows or has reason to believe that the delivery of any material or equipment, the shortage of qualified labor, delays caused by others, or the occurrence of any other difficulty may cause delay in executing the work as scheduled. He shall notify the Contracting Officer, in writing, within 3 calendar days.

3.3 SAMPLE CHART

A sample progress chart is shown on the following page. This should only be used as a guide. It displays the "type" of information which should be included in the submitted progress schedules.

END OF SECTION

SECTION 01 32 00 Page 3 of 3

SECTION 01 33 00 Page 1 of 16

SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUBMITTALS REQUIRED

Items to be submitted are specified in each applicable Section of this specification and listed in the submittal register. Submittals shall be approved before procurement, fabrication, or delivery of items to the job site. Submittals shall include the manufacturer's name, trade name, catalog model or number, nameplate data, size, layout dimensions, capacity, project specification and paragraph reference, applicable Federal, Military, industry and technical society publication references, and other information necessary to establish contract compliance of each item that the Contractor proposes to furnish. Indicate the description of what is being submitted on the submittal cover sheet.

1.2 TIMING OF SUBMITTALS

1.2.1 General

Submit submittals in sufficient time and in such sequence to avoid delays in the Work. Except for voluminous submittals, numerous submittals submitted on or about the same time, and submittals for very complex items, submittals will be reviewed by the Contracting Officer’s Representative (COR) and returned to the Contractor electronically within 10 working days after receipt. Large submittals shall be submitted electronically via CD to prevent overloading government servers. Commence submittal procedures upon receiving the Notice to Proceed.

1.2.2 Commencing the Submittal Process

Commence the shop drawing submittal process upon award of project. Special attention shall be given to the long lead items to avoid delays in the Work.

1.2.3 Preparation of Electronic Submittals

Prepare electronic submittals from one division complete and submit together and at the same time – piecemeal submittals from within each division are not acceptable and will be returned without review at the discretion of the Contracting Officer’. In addition, submittals whose layouts and design are dependent on the Work included in other divisions (example: shop drawing submittal indicating a new mechanical utility building whose construction, size, layout and orientation depends on the type, manufacturer and size of the mechanical and electrical equipment contained within) shall also be returned without review at the discretion of the Contracting Officer if all related submittals from other applicable divisions are not submitted simultaneously. Except for voluminous submittals, numerous submittals submitted on or about the same time, and submittals for very complex items, submittals will be reviewed by the Contracting Officer and returned to the Contractor within 10 working days after receipt by the Contracting Officer.

1.2.4 Long-Lead Items

Comply with the requirements specified in the Letter of Award. Submit a list of long lead items within 5 calendar days of Award. This list shall identify items such as, but not limited to materials, fabrication and delivery of items to the job site. Prepare submittals and submit those items in sufficient time to avoid delays.

SECTION 01 33 00 Page 2 of 16

1.3 DEFINITION

Contractor shall review individual specification sections for submittal requirements and applicable publications relating to submittals. Typical submittal types and numbers of each required are as follows:

1.3.1 Preconstruction Submittals (1 electronic copy each)

Submit all preconstruction submittals for approval within 10 calendar days after the Notice of Award date. All preconstruction submittals shall be approved prior to the start of any work on-site.

The preconstruction submittals shall include:

a. Progress schedule.

b. Schedule of Values.

c. Long lead items.

d. Personnel list for security access.

e. Safety Plan.

f. Demolition Plan.

1.3.2 Shop Drawings (1 electronic copy each)

Shop drawings shall show types, sizes, accessories, elevations, floor plans, sectional views, installation details, elementary diagrams, wiring diagrams, details of equipment and equipment spaces identifying and indicating proposed location, layout and arrangement of items of equipment, control panels, accessories, piping, ductwork, and other items that must be shown to ensure a coordinated installation. Wiring diagrams shall identify circuit terminals and shall indicate the internal wiring for each item of equipment and the interconnection between the items. Drawings shall also indicate adequate clearance for operation, maintenance and replacement of operating equipment devices. If any equipment is disapproved, the drawings shall be revised to show acceptable equipment and be resubmitted. Shop Drawings shall be a minimum of 8–1/2 inches by 11 inches in size using a 1/4" = 1'-0" scale size for ductwork and piping layout outside mechanical rooms, and a 1/2" = 1'-0" scale size for plan views and cross section views of each mechanical room.

1.3.3 Product Data (1 electronic copy each)

Submittals for each manufactured item shall be manufacturer's descriptive literature of cataloged products, equipment drawings, diagrams, performance and characteristic curves and catalog cuts. Submit complete descriptive data for each type of material. Clearly mark data to indicate the type of material the Contractor intends to provide.

1.3.4 Test Reports (1 electronic copy each)

Before delivery of materials and equipment or completion of the Work where indicated, certified copies of all test reports specified in the individual sections shall be submitted for approval.

SECTION 01 33 00 Page 3 of 16

1.3.5 Samples (2 each)

Submit color (not black and white) printed data or actual pieces of the items where specified in the individual specification sections. The contract prices will not be adjusted due to the Contracting Officer's selection of any color, texture, or pattern submitted.

1.3.6 Colors (1 electronic copy each)

Unless otherwise noted in Contract Documents color selection will be made by the COR.

1.3.7 Certificates of Compliance (1 electronic copy each)

Submit certification from the manufacturer attesting that materials and equipment to be furnished for this project conform and comply to the requirements of this specification and of the referenced publications. Pre-printed certifications will not be acceptable; certifications shall be in the original. The certification shall not contain statements that could be interpreted to imply that the product does not meet all requirements specified, such as "as good as"; "achieve the same end use and results as materials formulated in accordance with the referenced publications"; "equal or exceed the service and performance of the specified materials". The certification shall simply state that the product conforms to the requirements specified.

1.3.8 Standards of Compliance (1 electronic copy each)

When materials or equipment must conform to the standards of organizations such as the American National Standards Institute (ANSI), American Society for Testing and Materials (ASTM), National Electrical Manufacturers Association (NEMA), and Underwriters Laboratories (UL), proof of such conformance shall be submitted to the Contracting Officer for approval. If an organization uses a label or listing to indicate compliance with a particular standard, label or listing, the Contractor shall submit a certificate from an independent testing organization, which is competent to perform acceptable tests and is approved by the Contracting Officer. The certificate shall state that the item has been tested in accordance with the specified organization's test methods and that the item conforms to the specified organization's standard. For materials and equipment whose compliance with organizational standards or specifications is not regulated by an organization using its own listing or label as proof of compliance, a Certificate of Compliance from the manufacturer shall be submitted for approval. The certificate shall identify the manufacturer, the product and the referenced standard and shall simply state that the manufacturer certifies that the product conforms to all requirements of the project specification and of the referenced standards listed.

1.3.9 Manufacturer's Instructions (1 electronic copy each)

Where installation procedures or any part hereof, are required to be in accordance with the recommendations of the manufacturer of the material being installed, printed copies of these recommendations shall be furnished to the Contracting Officer prior to installation. Installation of the item will not be allowed to proceed until the installation recommendations are received. Failure to furnish these recommendations can be cause for rejection of the material. With this submittal, explicitly identify in writing any differences between manufacturer's installation instructions and the requirements specified herein.

SECTION 01 33 00 Page 4 of 16

1.3.10 Operation and Maintenance Manuals (1 paper copy to ensure completeness, then 3 hard copies plus 3 electronic copies on DVD media)

Compile an Operation and Maintenance Manual section for each item of equipment. The Operation and Maintenance Manuals shall form a part of the Record Documents - refer to section 01 11 00, “Summary of Work”, for additional requirements. Furnish the complete manuals bound in hardback binders. Provide one complete manual prior to the time that equipment tests are performed for review and approval. Provide the final manuals including the electronic copies (in PDF format) incorporating all review comments prior to Contract completion. Provide the following inscription on the cover of each manual and each electronic DVD copy:

Project Name

Project Number Name of Prime Contractor

Contract Number

Page 1: Provide the first (cover) page of the manual with the following:

OPERATION AND MAINTENANCE MANUAL

Project Name Project Number

Contract Number

General (Prime) Contractor: Name, address, telephone number.

Sub-Contractor: Name, address, telephone number (for each sub-contractor).

Major Equipment Vendor/Supplier: Name, address and telephone number for each local representative for each item of equipment.

Page 2: Table of Contents

Assemble the remaining portions of the manual to conform and coordinate with the Table of Contents. Each section shall have a tab sheet placed before the data or instructions covering the subject and shall match the order presented in the Table of Contents. The instructions shall be legible and easily read, with large sheets of drawings folded in as required. Each section shall include, as a minimum:

a. A complete description of the system, wiring and control diagrams with data to explain detailed operation and control of each item of equipment;

b. A control sequence describing start-up, operation and shut-down instructions;

c. Installation instructions;

d. Maintenance instructions;

e. Lubrication schedule including type, grade, temperature range, and frequency;

f. Safety precautions, diagrams, and illustrations;

g. Operating instructions;

SECTION 01 33 00 Page 5 of 16

h. Test procedures;

i. Performance data;

j. Parts list. The parts lists for equipment shall indicate the sources of supply, recommended spare parts, and the service organization, which is reasonably convenient to the project site. The manual shall be complete in all respects for equipment, controls, accessories, and associated appurtenances provided;

k. Training lesson plans;

l. Training(s) letter to Contracting Officer.

1.3.11 Operating Instructions (1 electronic copy each)

Furnish manufacturer's Operating Instructions for each principal mechanical and electrical component or item, for use by operating personnel. A copy shall be provided in each of the Operations and Maintenance manuals as indicated above. The operating instructions shall include wiring diagrams, control diagrams, and control sequences for each principal item of equipment. The instructions shall describe the functions of the equipment, its most economical operation, start-up and shutdown procedures, procedures to follow in the event of failure, normal maintenance practices, and caution and warning notices.

1.3.12 Training Instructions (hard copies for the attendees and 1 electronic copy each)

Prior to conducting any training instructions, furnish a lesson plan and the qualifications of the trainer for each training session specified under each individual technical specification section. Each lesson plan shall be prepared on 8-1/2” x 11” paper and include, as a minimum:

a. Project title, name of contractor and/or subcontractors responsible for each training lesson including address and telephone number;

b. The name and qualifications of the proposed trainer including the trainer’s resume, work history and/or relationship with the service provided, certifications and trainer history;

c. A complete description of the system/equipment/component to be instructed;

d. Training schedule including all topics listed in the order of proposed presentation, breaks, demonstrations – all presented within a maximum (or multiple) 8 hour day(s);

e. General technical description of each topic to be presented including wiring and control diagrams, operation and control of each item of equipment, demonstration of control sequences describing normal and emergency operations, recommended maintenance cycles, lubrication schedule, safety precautions.

PART 2 - PRODUCTS

SECTION 01 33 00 Page 6 of 16

PART 3 - EXECUTION

Provide the submittals listed in the attached Appendix 01 33 00.A and in the format and quantities specified herein.

PROJECT TITLE

USCG BASE MIAMI BEACH

HURRICANE IRMA ROOF REPAIRS

PROJECT NUMBER

SUBMITTAL

DESCRIPTION

SUBMITTAL TYPES REQUIRED

R E Q U I R E D

S U B M I S S I

B M I T T A L

N U M B

S U B M T T

M B

T E

T O

C O N T R A C T I

T E

T O

P R O J E

N A G

NOTIFIED REMARKS

S H O P

D R A W I N

O D U C T

D A

S T

R E P O R

M P L

R T I F I C A T E S

M P L I A N

A N D A R D S

M P L I A N

N U F A C T U R E R

S T R U C T I O

N U F A C T U R E R

R R A N

E R A T I O N

A

I N T E N A N C E

D A

H

P R O V

P R O V E D

W I

M M E N

S A P P R O V

N A L

A P P R O V

Division 01

01 32 00

1.2.1 Progress

Scedule X

01 33 00

a. Progress Scdedule x

b. Schedule of Values x

c. Long Lead Items x

d. Personnel List x

e. Safety Plan x

f. Demolition plan x

Division 02

02 41 00 Demolition

1.3.1a Existing Conditions x

PROJECT TITLE

USCG BASE MIAMI BEACH

HURRICANE IRMA ROOF REPAIRS

PROJECT NUMBER

SUBMITTAL

DESCRIPTION

SUBMITTAL TYPES REQUIRED

R E Q U I R E D

S U B M I S S I

B M I T T A L

N U M B

S U B M T T

M B

T E

T O

C O N T R A C T I

T E

T O

P R O J E

N A G

S H O P

D R A W I N

O D U C T

D A

S T

R E P O R

M P L

R T I F I C A T E S

M P L I A N

A N D A…