4223986-SPECS.pdf

ROOF REPAIRS AT MULTI-PURPOSE & SHOP

BLDGS

AT

STATION LAKE WORTH INLET

RIVIERA BEACH, FLORIDA

PROJECT No. 4223986

SEPTEMBER 29, 2014

COMMANDING OFFICER, CIVIL ENGINEERING UNIT MIAMI

15608 S.W. 117TH AVENUE

MIAMI, FLORIDA

33177

TABLE OF CONTENTS

TITLE PAGES

DIVISION 1 – GENERAL REQUIREMENTS

Section 01 11 00 General Requirements 01 11 00-1 thru 01 11 00-6 Section 01 32 01.00 Progress Schedule 01 32 01-1 thru 01 32 01-4 Section 01 33 00 Submittals 01 33 00-1 thru 01 33 00-3

DIVISION 2 – SITE WORK

Section 02 41 00 Demolition 02 41 00-1 thru 02 41 00-4

DIVISION 3 & 4 - NOT USED

DIVISION 5 – METALS

Section 05 50 00 Metal Fabrications 05 50 00-1 thru 05 50 00-3

DIVISION 6 – WOOD & PLASTIC

06 10 00 Rough Carpentry 06 10 00-1 thru 06 10 00-5 06 18 00 Sheathing 06 18 00-1 thru 06 18 00-3

DIVISION 7 – THERMAL AND MOISTURE PROTECTION

07 61 15 Aluminum Standing Seam Roofing 07 61 15-1 thru 07 61 15-13 07 84 00 Firestopping 07 84 00-1 thru 07 84 00-3 07 92 00 Sealant and Caulking 07 92 00-1 thru 07 92 00-3

DIVISION 8 –9 NOT USED

DIVISION 22 –NOT USED

DIVISION 23 – HVAC

23 03 00 Basic HVAC Material and Methods 23 03 00-1 thru 23 03 00-5

DIVISION 26 – ELECTRICAL

26 41 00 Lightning Protection System 26 41 00-1 thru 26 41 00-5

ATTACHMENTS:

1.) Reference Drawings:

- 07-05-87 S2.1 Multi-Mission Station Framing Plan

- 07-05-87 S2.2 Shop Framing Plan

- 07-05-87 A1.3 Roof Plans and Cupola Details

- 07-05-87 E4.1 Lightning Protection Plan, 1.13.06

2.) Appendix “A” Asbestos & Lead Survey

ROOF REPAIRS CG STATION LAKE WORTH INLET P/N 4223986

SECTION 01 11 00

GENERAL REQUIREMENTS

1.0 GENERAL DESCRIPTION: Furnish all labor, tools, equipment, materials and supervision to complete the following work at the CG Station Lake Worth Inlet at Riviera Beach FL as specified herein and/or shown on the contract drawings.

This summary is not all inclusive and delineates only those work items deemed as major to the contract.

Ancillary work items not listed below, though necessary to attain the completed project, shall be included in the contract.

1.1 ARCHITECTURE

1.1.1 Remove existing concrete roof tiles and underlayment at Multi-Purpose and Shop Bldgs.

1.1.1.1 Remove/Replace deteriorated roof sheathing at the Multi-Purpose and Shop Bldgs to match existing where is required

1.1.1.2 Remove existing cupola at the Multi-Purpose Bldg.

1.1.1.3 Install additional bracing at all gables end walls at the Multi-Purpose and Shop Bldgs to comply with current code requirements

1.1.1.4 Install a new standing seam metal roof at Multi-Purpose and Shop Bldgs

1.1.1.5 Remove and Install new roof felt underlayment.

1.1.1.6 Remove/Replace wood fascia

1.1.1.7 Remove/Replace metal covered fascia

1.1.1.8 Install new wood framing and sheathing to conceal the copula’s opening

1.1.1.9 Paint exterior wall affected spaces

1.1.1.10 Remove/Replace gutters and downspouts.

1.1.1.11 Replace damaged insulation with R30 insulation to match existing.

1.1.1.12 Contractor shall seal all walls and floor to floor penetrations/openings caused by removal and or existing prior to removal. Shall fire rate wall penetration unless otherwise noted shall have 1 hr UL approved fire safety.

1.1.1.13 Cover and protect all Coast Guard furniture, tools and equipment from damage due to construction.

1.1.1.14 Contractor shall provide temporary roofing to maintain a watertight barrier at all times.

1.1.2 MECHANICAL HVAC

1.1.2.1 Remove three split DX systems (Ductless mini-splits) serving the attic and remove from government property. Recover existing refrigerant. Remove thermostats, refrigerant lines and line insulation, pipe supports, control wiring, condensate lines, and associated accessories and remove from government property.

1.1.2.2 Remove existing cupola fan serving attic and remove from government property.

1.1.3 ELECTRICAL

1.1.3.1 Provide miscellaneous HVAC electrical demolition work as indicated on the drawings.

1.1.3.2 The buildings existing lightning protection system is to be reconfigured from flat concrete tile roof with attached air terminals to a system modified to fit a standing seam metal roof replacement system. Minimum system requirements to meet Lightning Protection Institute LPI-175 certification standard.

1.2 UNIT PRICE ITEM

The contractor shall also submit a Unit Price of 100 SF of 5/8” exterior plywood.

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1.3 OPTION ITEM

Contractor shall submit separate estimate to remove and dispose in accordance with local, state, and federal regulations all batt insulation in attic space and replace with open cell spray-applied foam insulation at the underside of the roof sheathing for the Multi-Purpose and Shop Buildings. Insulation shall comply with the 2012 2009 International Building Code (IBC), 2012- 2009 International Residence Code (IRC) and 2012-2009 International Energy Conservation Code (IECC)

1.4 LOCATION

The work scheduled is located:

USCG STATION LAKE WORTH INLET

3300 Lakeshore Drive Riviera Beach, FL 33404

1.5 INSPECTION PRIOR TO BID

Prospective bidders are encouraged to visit the site to familiarize themselves with the existing conditions. Arrangements for visiting the site may be made by contacting:

USCG STATION LAKE WORTH INLET

3300 Lakeshore Drive Riviera Beach, FL 33404 ATT. Mk1 Philip Hajost Telephone: (561) 844-4470

1.6 DRAWINGS ACCOMPANYING SPECIFICATION

Drawings to be used with these specifications shall consist of U.S. Coast Guard Drawing No. M2052- D, 7 sheets and 4 reference drawings are considered part of the construction documents.

1.7 PROJECT PERFORMANCE TIME:

The total contract performance period shall be 90 calendar days, which includes the time needed to approve all material submittals and contractor can submit as soon as contract is awarded. 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.

1.8 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. If contractor needs to work extended hours or weekend a written request shall be submitted to the Contracting Officer two days in advance for approval.

1.9 SAFETY PROGRAM

1.9.1 General

The Contractor is wholly responsible for work site safety. The Contractor shall implement a safety program that protects the lives and health of personnel in the construction area, prevents damage to property and avoids work interruptions. The Contractor shall provide appropriate safety measures including but not limited to barricades, signs and signal lights as well as complying with the requirements of all applicable Federal, State and Local safety laws, rules and regulations.

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1.9.2 Compliance

The Contractor is specifically required to comply with the requirements of the U. S. Army Corps of Engineers "Safety and Health Requirements Manual" (EM 385-1-1, latest version available) and the “Accident Prevention” clause (FAR 52.236-13). Once accepted, this safety plan shall become part of the contract requirements. Note: This review/acceptance does not in any way relinquish the Contractor from responsibility for work site safety nor the obligation to comply with the OSHA regulations found in 29 CFR 1910 & 1926 or any other State or Local safety law, rule or regulation applicable to the contract work. The Coast Guard will cooperate fully with the Department of Labor (Occupational Safety and Health Administration) in their enforcement of OSHA regulations.

1.9.3 Safety Plan

The Contractor shall submit a written safety plan. At a minimum, this plan shall describe the Contractor's general safety program and identify specific safety provisions for hazards incidental to the contract work such as elevated working surfaces, working over water, working from floating work platforms, overhead crane operations or similar conditions of the work.

1.9.4 Material Safety Data Sheets and Material Handling Procedures

1.9.4.1 Data Sheets

Submit a Material Safety Data Sheet (MSDS) for all materials containing hazardous substances required for contract execution. Information provided in MSDS’s shall meet the requirements of 29 CFR

1910.1200. MSDS’s require Contracting Officer review and acceptance prior to bringing these materials on site.

1.9.4.2 Material Storage

Limit the quantity of these materials stored on site to the amount needed for execution of work. Storage of excess materials will not be permitted. Assure that the storage of these materials comply with all applicable federal, state, and local laws and regulations and provide additional storage facilities (paint lockers, etc.) as required for the storage of such materials. Coordinate the physical location of storage areas with the On-site Representative prior to bringing these materials on site. Refer to paragraph 1.19 below for related requirements.

1.9.4.3 Protective Measures

The Contractor shall take all protective measures outlined on the MSDS’s and as required by federal, state and local regulations to protect all personnel in the vicinity of the work area from exposure to these materials. The Contractor shall include any required protective measures in the Safety Plan. The Contracting Officer's Representative shall review protective measures prior to allowing use of these materials.

1.9.4.4 Disposal of Excess Material

The Contractor shall dispose of all excess hazardous materials as required by the MSDS and all applicable federal, state, local laws and regulations. Refer to paragraph 1.20 below for related requirements.

1.10 AVAILABILITY OF UTILITY SERVICES

Reasonable amounts of the following utilities will be made available to the Contractor without charge.

Electricity Potable Water

Section 01 11 00 Page 3 of 6

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. Temporary toilet facilities shall be provided by the Contractor for his personnel.

1.9.1 UTILITY OUTAGES

Before interrupting or shutting down any utility, make a request for the interruption to the COR 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 COR.

1.11 UNDERGROUND AND CONCEALED UTILITIES

The utility locations shown on the drawing may not be exact. The Contractor shall physically verify the location and elevation of the existing utilities indicated prior to starting construction. The Contractor shall scan the construction site with electromagnetic, ground penetrating radar, sonic equipment, and other technologies available and mark the surface of the ground where existing underground utilities are discovered. Notify the COR and the cognizant utility companies at least 2 working days before excavating. Mark the excavation route and intersecting utilities. The COR will review the Contractor's layout and notify the contractor if any known utilities have been left unmarked. Soft hydro-vacuum excavation, handwork, or other non-destructive excavation method 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.

1.12 WORK COORDINATION

The Contractor shall closely coordinate all work with the Contracting Officer Representative (COR) in order to reduce to minimum disturbances to personnel and operations.

1.13 CONTRACTOR USE OF PREMISES

The Contractor will be working on a Coast Guard operational military installation. Become familiar with and obey station fire, traffic, and security regulations. Personnel shall not stray from the immediate area of work or direct avenues of ingress and egress unless authorized in advance by the COR.

1.14 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 damage incurred to buildings or pavement as a result of storage activities.

1.15 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. The Contractor shall not use Coast Guard waste disposal facilities including garbage cans, trash piles or dumpsters.

1.16 CONSTRUCTION DEBRIS AND WASTE

Best Management Practices shall be employed to prevent solid and hazardous wastes and debris from reaching navigable waters or drinking water sources. This includes the use of the traps and enclosures to prevent storm water runoff from construction sites.

Section 01 11 00 Page 4 of 6

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 permitted facility in accordance with F.A.C.

Rule 62-701.730. According to survey for Lead and Asbestos report done by EE&G, Inc. in September 2014 (Exhibit ‘A’ attached) there is no ACM or Lead in the construction areas. Contractor shall be aware that disturbance of known asbestos shall be handle by a State certify asbestos abatement individual.

Waste Fluorescent bulbs and devices must be managed as Universal waste per 40 CFR 273 and state regulation (Chapter 62-737 Florida Administration Code). Bulbs must be handled to prevent breakage and sent to a mercury reclamation facility for recycling.

Contractor performing work on painted surfaces shall have the appropriate level of EPA/OSHA Lead training to comply with OSHA standards for worker protection and LBP techniques shall be utilized. A waste determination per 40CFR262 shall be performed on all containerized paint waste and debris prior to disposal. All paint waste and debris shall be managed in accordance with applicable federal, state, and local laws and regulations.

1.17 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.

1.18 RECEIPT OF MATERIALS

Shipment of equipment, materials, and supplies shall be addressed to the Contractor - not the Government. The Contractor must be on hand to accept shipments; the Government will not accept shipments.

1.19 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 Contracting Officer's Representative. Damaged or defective items shall be replaced. Location of storage and staging area shall be designated by the Contracting Officer's Technical Representative. The contractor will be responsible for security of all materials and equipment.

1.20 SECURITY

The Contractor shall provide the COR with a list of names of all personnel who will be working on the 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.

The Contractor shall provide the COR with a list of names of all personnel who will be working on the site 72 hours in advance. 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.

All personnel shall carry proper identification (ID) when on site. Proper ID is defined as government issued ID. The identification must be laminated, and show a facial picture of the individual. Individuals without proper ID will be escorted off the Coast Guard premises.

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Section 01 11 00 Page 6 of 6

1.21 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 are 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 payment. Final payment will not be approved until the marked record drawings are delivered to the Contracting Officer. Final record drawings must be submitted prior to final inspection

1.22 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.

1.23 WARRANTIES

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

1.24 INSTRUCTION TO GOVERNMENT PERSONNEL

The contractor shall furnish the services of competent instructors who will give full instructions to the designated personnel in the adjustment, operation, and maintenance, including pertinent safety requirements of the equipment or systems specified. Each instructor shall be thoroughly familiar with all parts of the installation and shall be trained in operating theory as well as practical operation and maintenance work. Instruction shall be given during the first regular work week after the equipment or system has been accepted and turned over to the Government for regular operation. Instruction time shall be for a minimum of eight (8) hours.

2 PRODUCTS

Not used.

3 EXECUTION

-- End of Section 01 11 00 --

SECTION 01 32 01.00

PROGRESS SCHEDULE

PART 1 GENERAL

1.1 PREPARATION OF 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. The schedule shall also have a progress curve plotted over the bar chart which shall indicate percentage of completion against time.

Prepare an equipment delivery schedule that shall include a schedule showing procurement plans for materials, plant, and equipment. Schedule shall be submitted with Progress Schedule

1.2 RESPONSIBILITY

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

1.3 SUBMITTALS

Submit final progress and equipment 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 is agreed upon at the preconstruction conference, 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.

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

PART 2 PRODUCTS

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 Format

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 or the number of disciplines or trades involved in the project. 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.

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.

Section 01 32 01.00 Page 1 of 4

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.

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.

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.

2.1.2 Level of Detail Required

The Project Schedule shall include an appropriate level of detail. Failure to develop or update the Project Schedule or provide data to the Contracting Officer at the appropriate level of detail, as specified by the Contracting Officer, shall result in the disapproval of the schedule. The Contracting Officer will use, but is not limited to, the following conditions to determine the appropriate level of detail to be used in the Project Schedule.

2.1.2.1 Activity Durations

Contractor submissions shall follow the direction of the Contracting Officer regarding reasonable activity durations. Reasonable durations are those that allow the progress of activities to be accurately determined between payment periods (usually less than 2 percent of all non-procurement activities' Original Durations are greater than 20 days).

2.1.2.2 Procurement Activities

Tasks related to the procurement of long lead materials or equipment shall be included as separate activities in the project schedule. Long lead materials and equipment are those materials that have a procurement cycle of over 90 days. Examples of procurement process activities include, but are not limited to: submittals, approvals, procurement, fabrication, and delivery.

2.1.2.3 Government Activities

Government and other agency activities that could impact progress shall be shown. These activities include, but are not limited to: approvals, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

2.1.2.4 Responsibility

All activities shall be identified in the project schedule by the party responsible to perform the work.

Responsibility includes, but is not limited to, the subcontracting firm, contractor work force, or government agency performing a given task. Activities shall not belong to more than one responsible party. The responsible party for each activity shall be identified by the Responsibility Code.

2.1.2.5 Work Areas

All activities shall be identified in the project schedule by the work area in which the activity occurs.

Activities shall not be allowed to cover more than one work area. The work area of each activity shall be identified by the Work Area Code.

2.1.2.6 Bid Item

Section 01 32 01.00 Page 2 of 4

All activities shall be identified in the project schedule by the Bid Item to which the activity belongs. An activity shall not contain work in more than one bid item. The bid item for each appropriate activity shall be identified by the Bid Item Code.

2.1.2.7 Category of Work

All Activities shall be identified in the project schedule according to the category of work which best describes the activity. Category of work refers, but is not limited, to the procurement chain of activities including such items as submittals, approvals, procurement, fabrication, delivery, installation, start-up, and testing. The category of work for each activity shall be identified by the Category of Work Code.

2.1.2.8 Feature of Work

All activities shall be identified in the project schedule according to the feature of work to which the activity belongs. Feature of work refers, but is not limited to, a work breakdown structure for the project. The feature of work for each activity shall be identified by the Feature of Work Code.

2.1.2.9 Banding

Activities shall be grouped to assist in the understanding of the activity sequence. Typically, this flow will group activities by category of work, work area and/or responsibility.

2.1.3 Scheduled Project Completion

The schedule interval shall extend from NTP to the contract completion date.

2.1.3.1 Out-of-Sequence Progress

Activities that have posted progress without all preceding logic being satisfied (Out-of-Sequence Progress) will be allowed only on a case-by-case approval of the Contracting Officer. The Contractor shall propose logic corrections to eliminate all out of sequence progress or justify not changing the sequencing for approval prior to submitting an updated project schedule.

PART 3 EXECUTION

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 PROGRESS REPORT

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 01.00 Page 3 of 4

Section 01 32 01.00 Page 4 of 4

SECTION 01 33 00

SUBMITTAL PROCEDURES

1.1 SUBMITTALS REQUIRED

Items to be submitted shall be done electronically as specified in each applicable section of this specification. Submittals shall be approved before procurement, fabrication, or delivery of items to the job site. Approval of submittals shall not relieve the contractor of his obligations to comply with contract specifications and drawings. Partial submittals will not be accepted and will be returned without review.

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 the Contractor proposes to furnish. The contractor shall indicate in the submittal which item(s) they are submitting.

1.2 TIMING OF SUBMITTALS

1.2.1 Timing and Sequence

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. Contractor shall begin shop drawing submittal process after project is awarded.

1.2.2 Long Lead Time Items

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. The Contractor shall prepare submittals and submit those items in sufficient time to avoid delays. Special attention shall be given to the long lead items to avoid delays in the work.

1.2.3 Shop Drawing Submittal Process

Contractor shall begin shop drawing submittal process after project is awarded. Special attention shall be given to long lead items to avoid delays in the work.

1.3 SCHEDULE OF SUBMITTAL DESCRIPTIONS (SD)

Contractor shall review individual sections for special submittal requirements and applicable publications relating to submittals. All submittals shall in electronic form with one with submittal coversheet. The submittal type and numbers of each required, are as follows:

1.3.1 Preconstruction Submittals (1 electronic copy)

Submit information required before the physical start of work. These may include progress schedule, personnel list for security access, demolition and other required work plans.

1.3.2 Shop Drawings (1 electronic copy)

Shop drawings shall show types, sizes, accessories, elevations, floor plans, sectional views, installation details, elementary diagrams, wiring diagrams, details of equipment and equipment spaces

Section 01 33 00 Page 1 of 4 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 8.5 inches by 11 inches in size, except as specified otherwise, 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 cross section views of each mechanical room.

1.3.3 Product Data (1 electronic copy)

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 the Contractor intends to provide. If not marked to indicate what contractor intends to provide the submittal will be returned disapproved.

Samples (2 each, 1 hardcopy to COR/CM and the other should be on site for the CG inspector and unit to choose from if applicable)

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

1.3.4 Design Data (1 electronic copy)

Submit calculations, mix designs, analyses or other data pertaining to a part of work.

1.3.5 Test Reports (1 electronic copy)

Submit reports of inspection and laboratory test, including analysis and interpretation of test results.

Each report shall be properly identified. Test methods used and compliance with recognized test standards shall be described.

a. Test Reports: A report signed by an authorized official of an independent testing laboratory that a material, product, or system identical to the material, product or system to be provided has been tested in accordance with requirements specified by naming the test method and material. The test report must state the test was performed in accordance with the test requirements; state the test results; and indicate whether the material, product, or system has passed or failed the test.

Testing must have been within three years of the date of award of this Contract.

b. Factory Test Reports: A written report which includes the findings of a test required to be performed by the manufacturer on a prototype or on an actual portion of the work prepared for this project, before it is shipped to the job site. The report must be signed by an authorized official of the manufacturer's test facility or testing laboratory and must state the test was performed in accordance with the test requirements; state the test results; and indicate whether the material, product, or system has passed or failed the test.

c. Field Test Reports: A written report which includes the findings of a test made at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation. The report must be signed by an authorized official of a testing laboratory or agency and must state the test was performed in accordance with the test requirements; state the test results; and indicate whether the material, product, or system has passed or failed the test.

Section 01 33 00 Page 2 of 4

1.3.6 Certificates (1 electronic copy)

Submit certification from the manufacturer attesting that materials and equipment to be furnished for this project conform with 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.

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’ Repetitive for approval. If an organization uses a label or listing to indicate compliance with a particular standard, the 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’s Representative. 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.

1.3.7 Manufacturer’s Instructions

Submit reprinted material describing installation of a product, system, or material, including special notices and Material Safety Data Sheets, if any, concerning impedances, hazards, and safety precautions.

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‘s Representative prior to installation.

Installation of the item will not be allowed to proceed until the recommendations are received. Failure to furnish these recommendations can be cause for reject of the material.

1.3.8 Operation and Maintenance Manuals

(Submit 1 hardcopy for review by the government to ensure completeness and then when approved by the COR submit 3 each)

Furnish an operation and maintenance manual section for each item of equipment. Furnish three copies of the complete manual bound in hardback binders. Furnish one complete manual prior to the time that equipment tests are performed, and furnish the remaining manuals before the contract is completed. Inscribe the following identification on the cover: the words "OPERATION AND MAINTENANCE MANUAL", the name and location of the equipment, the name of the contractor, and the contract number. The manual shall include the names, addresses, and telephone numbers of each subcontractor installing equipment, and of the local representatives for each item of equipment. The manual shall have a table of contents and be assembled to conform to the table of contents with the tab sheets placed before instructions covering the subject. The instructions shall be legible and easily read, with large sheets of drawings folded in. the manual shall include: a complete description of the system, wiring and control diagrams with data to explain detailed operation and shut-down instructions;

installation instructions; maintenance instructions; lubrication schedule including type, grade, temperature range, and frequency; safety precautions, diagrams, and illustrations; test procedures;

Section 01 33 00 Page 3 of 4 performance data; and 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. Submit an electronic copy of Operation and Maintenance Manuals with all documents scanned to PDF format on a CD-ROM disk.

Furnish manufacturer's operating instructions for the principal item of mechanical and electrical components, for use by operating personnel. A copy shall be provided in each of the three operations manuals. The fourth copy shall be laminated between thermoplastic sheets and affixed where directed by COR adjacent to each item of equipment. Operating instructions shall not fade when exposed to sunlight and shall be secured to prevent easy removal or peeling. 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 shut-down procedures, procedures to follow in the event of failure, normal maintenance practices, and caution and warning notices.

-- End of Section 01 33 00 --

Section 01 33 00 Page 4 of 4

SECTION 02 41 00

DEMOLITION

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AIR-CONDITIONING, HEATING AND REFRIGERATION INSTITUTE (AHRI)

AHRI Guideline K (2009) Guideline for Containers for Recovered Non-Flammable Fluorocarbon Refrigerants

AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

ASSE/SAFE A10.6 (2006) Safety Requirements for Demolition Operations

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2003) Safety -- Safety and Health Requirements

1.2 GENERAL REQUIREMENTS

Do not begin demolition until authorization is received from the Contracting Officer. Remove rubbish and debris from the project site; do not allow accumulations inside or outside the buildings. The work includes demolition of identified items and materials, and removal of resulting rubbish and debris. Remove rubbish and debris from Government property daily, unless otherwise directed. Store materials that cannot be removed daily in areas specified by the Contracting Officer. In the interest of occupational safety and health, perform the work in accordance with EM 385-1-1, Section 23, Demolition, and other applicable Sections.

1.3 SUBMITTALS

The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

Preconstruction Submittals

Existing Conditions

Certificates

Demolition Plan

Notifications Notification of Demolition and Renovation forms

A proposed demolition and removal procedure for approval before work is started.

Closeout Submittals

Section 02 41 00 Page 1 of 4

1.4 REGULATORY AND SAFETY REQUIREMENTS

Comply with federal, state, and local hauling and disposal regulations. In addition to the requirements of the "Contract Clauses," conform to the safety requirements contained in

ASSE/SAFE A10.6.

1.4.1 Notifications

1.5 DUST AND DEBRIS CONTROL

Prevent the spread of dust and debris to occupied portions of the building and avoid the creation of a nuisance or hazard in the surrounding area. Do not use water if it results in hazardous or objectionable conditions such as, but not limited to flooding or pollution. The contractor will employ asbestos abatement/removal techniques to limit dust and debris.

1.6 PROTECTION

1.6.1 Items to Remain in Place

Take necessary precautions to avoid damage to existing items to remain in place, to be reused, or to remain the property of the Government. Repair or replace damaged items as approved by the Contracting Officer. Coordinate the work of this section with all other work indicated.

Construct and maintain shoring, bracing, and supports as required. Ensure that structural elements are not overloaded. Increase structural supports or add new supports as may be required as a result of any cutting, removal, or demolition work performed under this contract. Do not overload structural elements. Provide new supports and reinforcement for existing construction weakened by demolition or removal work. Repairs, reinforcement, or structural replacement require approval by the Contracting Officer prior to performing such work.

1.6.2 Existing Construction Limits and Protection

Do not disturb existing construction beyond the extent indicated or necessary for installation of new construction. Provide temporary shoring and bracing for support of building components to prevent settlement or other movement. Provide protective measures to control accumulation and migration of dust and dirt in all work areas. Remove dust, dirt, and debris from work areas daily.

1.6.3 Weather Protection

For portions of the building to remain, protect building interior and materials and equipment from the weather at all times.

1.6.4 Protection of Personnel

Before, during and after the demolition work the Contractor shall continuously evaluate the condition of the work being demolished and take immediate action to protect all personnel working in and around the project site. No area, section, or component of walls, or other structural element will be allowed to be left standing without sufficient bracing, shoring, or lateral support to prevent collapse or failure while workmen remove debris or perform other work in the immediate area.

1.7 BURNING

The use of burning at the project site for the disposal of refuse and debris will not be permitted.

1.8 RELOCATIONS

Section 02 41 00 Page 2 of 4

Perform the removal and reinstallation of relocated items as indicated with workmen skilled in the trades involved. Items to be relocated which are damaged by the Contractor shall be repaired or replaced with new undamaged items as approved by the Contracting Officer.

1.9 REQUIRED DATA

Prepare a Demolition Plan. Include in the plan procedures for careful removal and coordination with other work in progress, a disconnection schedule of utility services, a detailed description of methods and equipment to be used for each operation and of the sequence of operations.

Include statements affirming Contractor inspection of the existing structure and its suitability to perform as a safe working platform or if inspection reveals a safety hazard to workers, state provisions for securing the safety of the workers throughout the performance of the work. Provide procedures for safe conduct of the work in accordance with EM 385-1-1. Plan shall be approved by Contracting Officer prior to work beginning.

1.10 ENVIRONMENTAL PROTECTION

Comply with the Environmental Protection Agency requirements specified.

PART 2 EXECUTION

2.1 General Requirements

Do not interrupt existing utilities serving facilities occupied and/or used by the Government except when approved in writing and then only after temporary utility services have been approved and provided. Do not begin demolition work until all utility disconnections have been made. Shut off and cap utilities for future use, as indicated.

2.1.2.1 Temporary Closures

Install temporary closures for removed windows as necessary to maintain a watertight condition throughout the course of the work. Remove temporary work prior to installation of new windows unless approved otherwise by the Contracting Officer. Make provisions for worker safety during demolition and installation of new materials as described in paragraphs entitled "Statements" and "Regulatory and Safety Requirements."

2.1.3 Patching

Where removals leave holes and damaged surfaces exposed in the finished work, patch and repair these holes and damaged surfaces to match adjacent finished surfaces, using on-site materials when available. Where new work is to be applied to existing surfaces, perform removals and patching in a manner to produce surfaces suitable for receiving new work. Finished surfaces of patched area shall be flush with the adjacent existing surface and shall match the existing adjacent surface as closely as possible as to texture and finish. Patching shall be as specified and indicated, and shall include:

a. Concrete and Masonry: Completely fill holes and depressions, caused by previous physical damage or left as a result of removals in existing masonry walls to remain, with an approved masonry patching material, applied in accordance with the manufacturer's printed instructions.

b. Cementitious Finish on Masonry: Patch and paint all damaged cementitious finish with approved materials in accordance with the manufacturer’s printed instructions.

c. Interior finishes of gypsum drywall, wood and metal trim and paint shall be removed and replaced to match existing finished surfaces.

Section 02 41 00 Page 3 of 4

2.2 DISPOSITION OF MATERIAL

2.2.1 Title to Materials

All materials and equipment removed and not reused shall be removed from Government property. The Government will not be responsible for the condition or loss of, or damage to, such property after contract award. Showing for sale or selling materials and equipment on site is prohibited. All demolished materials shall become the Contractor's property and shall be removed from the site with further disposition at the Contractor's option.

2.2.2 Reuse of Materials and Equipment

Remove and store materials and equipment listed in the Demolition Plan to be reused or relocated to prevent damage, and reinstall as the work progresses.

2.3 DISPOSAL OF REMOVED MATERIALS

2.3.1 Regulation of Removed Materials

Dispose of debris, rubbish, scrap, and other non-salvageable materials resulting from removal operations with all applicable federal, state and local regulations as contractually specified.

Storage of removed materials on the project site is prohibited. The waste materials from the roofing system will be double-bagged and transported to an approved asbestos land fill.

2.3.2 Burning on Government Property

Burning of materials removed will not be permitted on Government property.

2.3.4 Removal from Government Property

Transport waste materials removed from Government property for legal disposal.

Section 02 41 00 Page 4 of 4

SECTION 05 50 00

MISCELLANEOUS METALS

PART 1 - GENERAL

1.01 WORK INCLUDED

A. Provide miscellaneous metals, sections, shapes and sheets, fittings, fasteners, wirework, etc., not specified elsewhere in these Specifications and as shown on the Drawings.

1.02 SUBMITTALS

A. Submit shop drawings in accordance with Section 01 33 00, indicating fabrication, assembly and erection details, sizes of members, profiles, fastenings, supports and anchors, patterns, clearances and connection to other work, before fabrication begins.

B. Submit complete materials list of all items proposed to be provided under this Section.

1.03 QUALITY ASSURANCE

A. Standards:

1. Florida Building Code.

2. AISC Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings.

3. American Welding Society Code AWS D1.1.

4. OSHA Standards.

5. American Society of Civil Engineers (ASCE) 1995

PART 2 – PRODUCTS

2.01 MATERIALS

A. General: Provide material that is free from defects impairing strength, durability or appearance, that is of best commercial quality for purposes specified, and that has structural properties to safely sustain or withstand strains and stresses to which normally subjected. Throughout the facility, provide materials having the same inherent texture and color of exposed surfaces for like locations. Insofar as practicable, provide noncorrosive, nonstaining and concealed fastenings. Where fastenings must be exposed, match materials, color and finish as material to which applied, countersink and finish flush. Grind exposed welds smooth to form a neat uniform fillet without weakening base metal.

Remove all slag from welds before applying shop coating. Form molded bent or shaped members with clean, sharp arrises, without dents, scratches, cracks or other defects. Provide all anchors, bolts, shims and accessory items as required for building into or fastening to adjacent work. Unless otherwise specified, use only galvanized ferrous metals.

B. Steel: Provide miscellaneous steel plates, shapes, bars and connections conforming to the requirements of ASTM A 36, galvanized by the hot dip method after fabrication in accordance with the requirements of ASTM A l23, unless otherwise noted.

C. Steel Pipe: Provide steel pipe for miscellaneous members and connections that conforms to the requirements of ASTM A 53, Type E, Grade B, Schedule 40, galvanized, unless otherwise indicated, unless otherwise noted.

Section 05 50 00 – Page 1 of 3

D. Welding Electrodes: Provide welding electrodes for structural steel conforming to AWS A5.5, E70XX.

Use 4043 filler metal for aluminum. Use E308 electrode where the base metal is Type 304 stainless steel and Type E 309 where the base metal is Type 316 stainless steel or where stainless steel is welded to carbon steel.

E. Steel Pipe Guards: Provide galvanized steel pipe guards (diameter as shown), including pipe sleeves, concrete fill, crushed fill and grouting to secure…