P01P02623Spc.pdf

WINDOW AND SIDING REPLACEMENT, WESTHAMPTON BEACH HOUSING 01-P02623

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 32 00 CONSTRUCTION SCHEDULE/SCHEDULE OF VALUES

01 33 00 SUBMITTAL PROCEEDURES

01 50 00 TEMPORARY FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 77 00 CLOSEOUT PROCEEDURES

DIVISION 02 - EXISTING CONDITIONS

02 41 00 SELECTIVE DEMOLITION

02 82 16 ENGINEERING CONTROL OF ASBESTOS CONTAINING MATERIALS

02 83 00 LEAD IN CONSTRUCTION

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 60 00 PLASTIC FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 40 00 VINYL SIDING AND ACCESSORIES

DIVISION 08 - OPENINGS

08 52 00 WOOD WINDOWS

DIVISION 09 - FINISHES

09 90 00 PAINTING

TABLE OF CONTENTS Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The project includes replacement of windows and siding at twelve (12) existing residential structures. The subject two-family homes include single story and two story buildings.

At the selected buildings, the existing siding and the existing windows are to be completely removed. New debris-resistant, Energy Star rated windows are to be provided and installed. The new units are to be complete window systems including all sashes, frames, glazing, flashing, mounting clips, hardware, and accessories. All existing interior finishes are to be patched, where disturbed and refinished to match the adjacent surfaces. New exterior siding and synthetic trim are to be furnished and installed. Existing building features scheduled to remain are to be removed as necessary, protected, and reinstalled.

1.1.2 Location

The work shall be located at U.S.C.G. SECTOR FIELD OFFICE MORICHES, WESTHAMPTON BEACH HOUSING, Westhampton Beach, CT, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.2 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.3 SUPERVISION

Have at least one qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site during working hours.

SECTION 01 11 00 Page 1

SECTION 01 11 00 Page 2

1.4 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule prices, shop drawings, and other submittals, scheduling programming, and prosecution of the work. Major subcontractors who will engage in the work shall also attend.

1.5 INSPECTION

The Contractor shall keep the Contracting Officer or duly appointed representative fully informed of contract operations and plans so that a representative may arrange to be present at various times that work is being performed.

1.5.1 Contractor’s Daily Log

The Contractor shall complete the USCG Daily Log form at the end of each working day and deliver it to the Government Inspector. The Government Inspector will attest to its accuracy by initialing the form and forwarding that form to CEU Providence. The form will be provided to the Contractor by the Contracting Officer’s Representative.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

--End of Section--

SECTION 01 14 00

WORK RESTRICTIONS

1.1 CONTRACTOR ACCESS AND USE OF PREMISES

1.1.1 Special Scheduling Requirements

The Westhampton Beach Housing complex will remain occupied during the entire construction period. The subject units, during scheduled construction periods, may or may not be occupied. Approximately 8 of the 12 buildings are expected to be occupied. The Contractor shall conduct his operations so as to cause the least possible interference with normal residential neighborhood activities and family housing concerns.

1.1.2 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the immediate limits of the subject units and keep open all shared avenues of ingress and egress. The Contractor's equipment shall be conspicuously marked for identification.

1.1.2.1 Subcontractors and Personnel Contacts

Furnish a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in the previous lists.

1.1.3 Working Hours

Regular working hours shall consist of an 8 hour period between 7:30 AM and 4:30 PM, or as established by the Contracting Officer, Monday through Friday, excluding Government holidays.

1.1.4 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval. Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer.

SECTION 01 14 00 Page 1

SECTION 01 14 00 Page 2

1.1.5 Occupied and Existing Buildings

The Contractor shall be working in and around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

The existing buildings, contents, and occupants shall be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer. Provide all barriers and warning signs as necessary to completely separate the residents of the complex from construction activities.

Provide dust covers and protective enclosures to protect existing work that remains and material located in the vicinity of the work area during the construction period.

Relocate movable furniture approximately 6 feet away from the Contractor's working area, as required to perform the work. Protect the furniture and replace the furniture in the original locations upon completion of the work.

Leave attached equipment in place and protect it against damage, or temporarily disconnect, relocate, protect, and reinstall it at the completion of the work.

1.2 SECURITY REQUIREMENTS

1.2.1 Areas Not Covered by Contract

The Contractor will not be permitted to enter buildings or areas not covered by the work included in this contract, except by prior approval of the Contracting Officer.

The Contractor is responsible for employees under his employment. Ensure that employees are familiar with and obey traffic, safety, and security regulations.

Ingress and egress of personnel will be subject to the security regulations of the residential complex.

1.2.2 Parking

Parking is in designated areas only, in the immediate vicinity of the subject units. No parking is permitted in fire lanes. Do not block the local access streets at any time.

SECTION 01 32 00

CONSTRUCTION SCHEDULE/SCHEDULE OF VALUES

1.1 SUBMITTALS

Submit the following in accordance with Section 01 33 00, "Submittal Procedures."

SD-01 Preconstruction Submittals

Construction Schedule/Schedule of Values

1.2 CONSTRUCTION SCHEDULE

At the Pre-Construction Conference, submit a Construction Schedule and Schedule of Values in accordance with FAR Clause 52.236.15. The Schedule of Values shall be based on the actual breakdown of the bid price. The cost of insurance shall not be listed as a separate item but included as part of each item of work. The actual cost of bonds may be paid as the first progress payment when a receipt from the bonding company is presented to the Contracting Officer. For contracts under $25,000, a Schedule of Values is not required. In addition, keep the Government Inspector informed daily of the expected delivery dates for major pieces of equipment and materials.

Construction Schedule and Schedule of Values shall be incorporated into one form which clearly indicates the start and completion dates and unit value of all major work components. The sample form provided in this section may be used. Optional forms may be used provided they include at a minimum all information conveyed on the sample form.

Construction Schedule/Schedule of Values form shall incorporate at a minimum the following activities:

a. Bonds

b. Mobilization

c. Demobilization

d. Pre-Construction Submittals

e. Work Activities

f. In-Progress Submittals

g. Final Government Inspection

h. Close-Out Submittals; i.e. Testing Balancing Reports, Warranties, Operation and Maintenance Manuals, Posted Instructions

i. As-Built Drawings

j. Factors which Constitute Potential Interruptions to Station Operations

Section 01 32 00 Page 1

Section 01 32 00 Page 2

Pre-Construction Submittals are those activities which encompass the obtaining, submission, review and approval of submittals necessary prior to the start of the related site work. Contractor shall annotate all such activities into the progress schedule with their forecasted time periods.

These activity periods shall not be exclusive of the contract performance period. No site work shall commence until the respective submittals have been approved.

The value of all major work components within the project shall be identified on the Construction Schedule/Schedule of Values on a unit quantity and unit cost basis, e.g. number of squares and cost per square of roofing, number of lineal feet and cost per lineal foot of conduit, number of panels and cost per panel etc. Lump sum items shall only be paid for when 100% complete.

The Construction Schedule/Schedule of Values as approved by the Government is not a substitute for quantities conveyed by the specification and drawings and those required for a complete job. Omissions and errors on the Construction Schedule/Schedule of Values are the responsibility of the Contractor.

Payments will not be made until the schedule of prices has been submitted to and approved by the Contracting Officer.

1.3 UPDATED SCHEDULES

Update the construction schedule and equipment delivery schedule at monthly intervals or when schedule has been revised. Reflect any changes occurring since the last update. Submit copies of the purchase orders and onfirmation of the delivery dates as directed. c

3.1 PROGRESS UPDATES

3.1.1 General

A revised Construction Schedule/Schedule of Values shall be issued by the Contractor on a monthly basis. In addition, any revisions to the Construction Schedule/Schedule of Values such as modifications or delays shall be reflected by Contractor submission of an updated Construction Schedule/Schedule of Values.

3.1.2 Modifications

When a modification is issued by the Government, record the modification as the last activity of the Construction Schedule/Schedule of Values and include the value of the modification. Adjust the Schedule of Values to reflect the inclusion of the modification. Revise the Construction Schedule portion of the form to annotate the progress change. Enter all modifications in this manner in sequential order.

SECTION 01 33 00

SUBMITTAL PROCEDURES

1.1 DEFINITIONS

1.1.1 Submittal

Shop drawings, product data, samples, and administrative submittals presented for review and approval. Contract Clauses "FAR 52.236-5, Material and Workmanship," paragraph (b) and "FAR 52.236-21, Specifications and Drawings for Construction," paragraphs (d), (e), and (f) apply to all "submittals."

1.1.2 Types of Submittals

All submittals are classified as indicated in paragraph "Submittal Descriptions (SD)". Submittals also are grouped as follows:

a. Shop drawings: As used in this section, drawings, schedules, diagrams, and other data prepared specifically for this contract, by contractor or through contractor by way of subcontractor, manufacturer, supplier, distributor, or other lower tier contractor, to illustrate portion of work.

b. Product data: Preprinted material such as illustrations, standard schedules, performance charts, instructions, brochures, diagrams, manufacturer's descriptive literature, catalog data, and other data to illustrate portion of work, but not prepared exclusively for this contract.

c. Samples: Physical examples of products, materials, equipment, assemblies, or workmanship that are physically identical to portion of work, illustrating portion of work or establishing standards for evaluating appearance of finished work or both.

d. Administrative submittals: Data presented for reviews and approval to ensure that administrative requirements of project are adequately met but not to ensure directly that work is in accordance with design concept and in compliance with contract documents.

1.1.3 Submittal Descriptions (SD)

Construction Progress Schedule Submittal register Schedule of values Health and safety plan

SECTION 01 33 00 Page 1

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the contractor for integrating the product or system into the project.

Drawings prepared by or for the contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

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

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Testing must have been within three years of date of contract award for the project.)

Report which includes findings of a test required to be performed by the contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports

SECTION 01 33 00 Page 2

Daily checklists

Final acceptance test and operational test procedure

SD-07 Certificates

Statements signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a supplier, installer or subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and Material Safety Data sheets concerning impedances, hazards and safety precautions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative to confirm compliance with manufacturer's standards or instructions.

Factory test reports.

SD-10 Operation and Maintenance Data

Data intended to be incorporated in operations and maintenance manuals.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

As-built drawings

Special warranties

Posted operating instructions

Training plan

1.1.4 Approving Authority

Person authorized to approve submittal.

1.1.5 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce construction and materials, SECTION 01 33 00 Page 3 products, equipment, and systems incorporated or to be incorporated in such construction.

1.2 SUBMITTALS

Submit the following in accordance with the requirements of this section.

Submittal register

1.3 USE OF SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. Do not change data in columns (c), (d), (e), and (f) as delivered by government.

1.3.1 Submittal Register

Submit submittal register. Do not change data in columns (c), (d), (e), and

(f) as delivered by the government. Verify that all submittals required for project are listed and add missing submittals. Complete the following on the register:

Column (a) Activity Number: Activity number from the project schedule.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (g) Contractor Submit Date: Scheduled date for approving authority to receive submittals.

Column (h) Contractor Approval Date: Date contractor needs approval of submittal.

Column (i) Contractor Material: Date that contractor needs material delivered to contractor control.

1.4 PROCEDURES FOR SUBMITTALS

1.4.1 Reviewing, Certifying, Approving Authority

Government organization shall be responsible for reviewing and certifying that submittals are in compliance with contract requirements. Approving authority on submittals is the Project Manager unless otherwise specified for specific submittal.

1.4.2 Constraints

a. Submittals listed or specified in this contract shall conform to provisions of this section, unless explicitly stated otherwise.

b. Submittals shall be complete for each definable feature of work;

components of definable feature interrelated as a system shall be submitted at same time.

SECTION 01 33 00 Page 4

c. When acceptability of a submittal is dependent on conditions, items, or materials included in separate subsequent submittals, submittal will be returned without review.

d. Approval of a separate material, product, or component does not imply approval of assembly in which item functions.

1.4.3 Scheduling

a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential requirements to resubmit.

b. Except as specified otherwise, allow review period, beginning with receipt by approving authority, that includes at least 10 working days. Period of review for each resubmittal is the same as for initial submittal.

1.4.4 Variations

Variations from contract requirements require Government approval pursuant to contract Clause entitled "FAR 52.236-21, Specifications and Drawings for Construction" and will be considered where advantageous to government.

1.4.4.1 Considering Variations

Discussion with contracting officer prior to submission, will help ensure functional and quality requirements are met and minimize rejections and resubmittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal

(VECP).

1.4.4.2 Proposing Variations

When proposing variation, deliver written request to the contracting officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to government. If lower cost is a benefit, also include an estimate of the cost saving. In addition to documentation required for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation.

1.4.4.3 Warranting That Variation Are Compatible

When delivering a variation for approval, contractor warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

1.4.4.4 Review Schedule Is Modified

In addition to normal submittal review period, a period of 5 working days will be allowed for consideration by the Government of submittals with variations.

SECTION 01 33 00 Page 5

1.4.5 Contractor's Responsibilities

a. Determine and verify field measurements, materials, field construction criteria; review each submittal; and check and coordinate each submittal with requirements of the work and contract documents.

b. Transmit submittals to Contracting Officer in accordance with schedule on approved Submittal Register, and to prevent delays in the work, delays to government, or delays to separate contractors.

c. Advise contracting officer of variation, as required by paragraph entitled "Variations."

d. Correct and resubmit submittal as directed by approving authority.

When resubmitting disapproved transmittals or transmittals noted for resubmittal, the contractor shall provide copy of that previously submitted transmittal including all reviewer comments for use by approving authority. Direct specific attention in writing or on resubmitted submittal, to revisions not requested by approving authority on previous submissions.

e. Furnish additional copies of submittal when requested by contracting officer.

f. Complete work which must be accomplished as basis of a submittal in time to allow submittal to occur as scheduled.

g. Ensure no work has begun until submittals for that work have been returned as "approved," except to the extent that a portion of work must be accomplished as basis of submittal.

1.4.6 Government Responsibilities

a. Note date on which submittal was received from contractor on each Contract Item Approval Request Form.

b. Review each submittal; and check and coordinate each submittal with requirements of work and contract documents.

c. Review submittals for conformance with project design concepts and compliance with contract documents.

d. Ensure that material is clearly legible.

e. Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

f. Identify returned submittals with one of the actions defined in paragraph entitled "Actions Possible" and with markings appropriate for action indicated.

1.4.7 Actions Possible

Submittals will be returned with one of the following notations:

SECTION 01 33 00 Page 6

a. Submittals marked "approved" "approved as submitted" authorize contractor to proceed with work covered.

b. Submittals marked "approved" "see below" authorize contractor to proceed with work as noted provided contractor takes no exception to the notations.

c. Submittals marked "disapproved" indicate submittal is incomplete or does not comply with design concept or requirements of the contract documents and shall be resubmitted with appropriate changes. No work shall proceed for this item until resubmittal is approved.

1.5 FORMAT OF SUBMITTALS

1.5.1 Transmittal Form

Transmit each submittal, except sample installations and sample panels, to office of approving authority. Transmit submittals with transmittal form prescribed by contracting officer and standard for project. The transmittal form shall identify contractor, indicate date of submittal, and include information prescribed by transmittal form and required in paragraph entitled "Identifying Submittals." Process transmittal forms to record actions regarding sample panels and sample installations.

1.5.2 Identifying Submittals

Identify submittals, except sample panel and sample installation, with the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal form. Mark each copy of each submittal identically, with the following:

a. Project title and location.

b. Construction contract number.

c. Section number of the specification section by which submittal is required.

d. Submittal description (SD) number of each component of submittal.

e. When a resubmission, alphabetic suffix on submittal description, for example, SD-10A, to indicate resubmission.

f. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other second tier contractor associated with submittal.

g. Product identification and location in project.

1.5.3 Format for Product Data

a. Present product data submittals for each section as a complete, bound volume. Include table of contents, listing page and catalog item numbers for product data.

SECTION 01 33 00 Page 7

b. Indicate, by prominent notation, each product which is being submitted; indicate specification section number and paragraph number to which it pertains.

c. Supplement product data with material prepared for project to satisfy submittal requirements for which product data does not exist. Identify this material as developed specifically for project.

1.5.4 Format for Shop Drawings

a. Shop drawings shall not be less than 8 1/2 by 11 inches nor more than 30 by 42 inches.

b. Present 8 1/2 by 11 inches sized shop drawings as part of the bound volume for submittals required by section. Present larger drawings in sets.

c. Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph entitled "Identifying Submittals."

d. Dimension drawings, except diagrams and schematic drawings; prepare drawings demonstrating interface with other trades to scale. Shop drawing dimensions shall be the same unit of measure as indicated on the contract drawings. Identify materials and products for work shown.

1.5.5 Format of Samples

a. Furnish samples in sizes below, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately same size as specified:

(1) Sample of Equipment or Device: Full size.

(2) Sample of Materials Less Than 2 by 3 inches: Built up to 8 1/2 by 11 inches.

(3) Sample of Materials Exceeding 8 1/2 by 11 inches: Cut down to 8 1/2 by 11 inches and adequate to indicate color, texture, and material variations.

(4) Sample of Linear Devices or Materials: 10 inch length or length to be supplied, if less than 10 inches. Examples of linear devices or materials are conduit and handrails.

(5) Sample of Non-Solid Materials: Pint. Examples of non-solid materials are sand and paint.

(6) Color Selection Samples: 2 by 4 inches.

(7) Sample Panel: 4 by 4 feet.

(8) Sample Installation: 100 square feet.

SECTION 01 33 00 Page 8

b. Samples Showing Range of Variation: Where variations are unavoidable due to nature of the materials, submit sets of samples of not less than three units showing extremes and middle of range.

c. Reusable Samples: Incorporate returned samples into work only if so specified or indicated. Incorporated samples shall be in undamaged condition at time of use.

d. Recording of Sample Installation: Note and preserve the notation of area constituting sample installation but remove notation at final clean up of project.

e. When color, texture or pattern is specified by naming a particular manufacturer and style, include one sample of that manufacturer and style, for comparison.

1.5.6 Format of Administrative Submittals

a. When submittal includes a document which is to be used in project or become part of project record, other than as a submittal, do not apply contractor's approval stamp to document, but to a separate sheet accompanying document.

b. Operation and Maintenance Manual Data: Submit in accordance with

Section 01781, "Operation and Maintenance Data." Include components required in that section and the various technical sections.

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of Copies of Product Data

a. Submit four copies of submittals of product data.

1.6.2 Number of Copies of Shop Drawings

Submit shop drawings in compliance with quantity requirements specified for product data.

1.6.3 Number of Samples

a. Submit two samples, or two sets of samples showing range of variation, of each required item. One approved sample or set of samples will be retained by approving authority and one will be returned to contractor.

b. Submit one sample panel. Include components listed in technical section or as directed.

c. Submit one sample installation, where directed.

d. Submit one sample of non-solid materials.

1.6.4 Number of Copies of Administrative Submittals

a. Unless otherwise specified, submit administrative submittals in compliance with quantity requirements specified for product data.

SECTION 01 33 00 Page 9

SECTION 01 33 00 Page 10

b. Submit administrative submittals required under "SD-19 Operation and Maintenance Manuals" to conform to Section 01 78 23, "Operation and Maintenance Data."

SUBMITTAL REGISTER CONTRACT NO. 01-P02623

TITLE AND LOCATION: WINDOW AND SIDING REPLACEMENT, WESTHAMPTON BEACH HOUSING CONTRACTOR

CONTRACTOR SCHEDULE DATES

CONTRACTOR ACTION APPROVING AUTHORITY

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REMARKS

a b c d e f g h i j k l m n o p q r 01 32 00 SD-01 Preconstruction Submittals 1.1

1 Construction Schedule/ Schedule of Values

01 33 08 SD-01 Preconstruction Submittals 1.2

2 Submittal Register

01 77 08 SD-11 Closeout Submittals 1.1

3 As-Built Drawings

02 41 00 SD-07 Certificates 1.3

4 Demolition Firm Qualifications

02 82 16 SD-03 Product Data 1.4

5 Vacuums and Respirators

SD-06 Test Reports

6 Air Sampling Results

7 Asbestos disposal quantity report

8 Clearance Sampling

SD-07 Certificates

9 Asbestos Hazard Abatement Plan

10 Testing Laboratory

11 Private Qualified Person Documentation

12 Contractor’s License

13 Competent Person Documentation

14 Worker’s License

15 Landfill Approval

16 Employee Training

17 Medical Certification Requirements

18 Waste Shipment Records

19 Respiratory Protection Program

20 Delivery Tickets

21 Vacuums

22 Notifications

SD-11 Closeout Submittals

23 Notifications

24 Rental Equipment

25 Respirator Program Records

26 Permits

02 83 00 SD-01 Preconstruction Submittals 1.4

27 Lead Compliance Plan

SD-06 Test Reports

28 Sampling Results

SD-07 Certificates

29 Third Party Consultant Qualifications

30 Clearance Certification

06 10 00 SD-06 Test Reports 1.2

31 Preservative Treated Lumber

SD-07 Certificates

32 Preservative Treatment

06 20 00 SD-02 Shop Drawings 1.2

33 Detail Drawings

06 60 00 SD-03 Product Data 1.3

34 Cellular PVC Trim Material

07 40 00 SD-03 Catalog Data 1.2

35 Vinyl Siding

36 Vinyl Soffit

37 Vinyl Accessories

38 Self-Adhering Membrane Flashing

39 Plastic Mounting Blocks

SD-04 Samples – Color Charts

40 Vinyl Siding Panels

41 Vinyl Soffit Panels

42 Vinyl Accessories

43 Plastic Mounting Blocks

SD-08 Manufacturer’s Instructions

44 Vinyl Siding Panels

45 Vinyl Soffit Panels

46 Vinyl Accessories

47 Self-Adhering Membrane Flashing

SD-11 Closeout Submittals

48 Manufacturer’s Warranty Certificate

08 52 00 SD-02 Shop Drawings 1.2

49 Wood Windows

SD-03 Product Data

50 Wood Windows

SD-08 Manufacturer’s Instructions

Wood Windows

51 a. Certificate of Debris-Resistance

52 b. Energy Star Documentation

53 c. Extended Warranty

09 90 00 SD-03 Product Data 1.2

54 Coatings

SD-04 Samples

55 Color Charts

SD-07 Certificates

56 Applicator’s Qualifications

SD-08 Manufacturer’s Instructions

57 Application Instructions

58 Material Safety Data Sheets

SD-08 Manufacturer’s Instructions

SECTION 01 50 00

TEMPORARY FACILITIES AND CONTROLS

1 GENERAL

1. T1

EMPORARY UTILITIES

1.1.1 Contractor Utilities

The Contractor shall provide his own utilities.

1.1.2 Utilities at Special Locations

Reasonable amounts of utilities will be made available without charge. The Contractor will be responsible for making connections and making isconnections. d

1.2 WEATHER PROTECTION

1.2.1 Building and Site Storm Protection

When a warning of gale force winds is issued, take precautions to minimize danger to persons, and protect the work and nearby Government property.

Precautions shall include, but are not limited to, removing loose materials, tools, and equipment from exposed locations.

1.3 STORAGE AREAS

Contractor shall be responsible for security of his property. The Contract Clause entitled "FAR 52.236-10, Operations and Storage Areas" and the following apply:

1.3.1 Storage Size and Location

The open site available for storage shall be coordinated with the Contracting Officers Technical Representative.

1.3.2 Storage in Existing Buildings

The Contractor shall be working in an existing building; the storage of material will not be allowed in the building, except as specifically directed and authorized by the Contracting Officer.

1.4 TEMPORARY SANITARY FACILITIES

The Contractor will be permitted to use facilities inside existing housing units that are currently involved in windows and siding replacement, as long as use does not create a cleaning burden to the Station.

1.5 TEMPORARY BUILDINGS

Temporary facilities (including trailers) shall be in like new condition.

Locate these facilities where directed. Contractor shall be responsible for the security of the stored property.

Section 01 50 00 Page 1

Section 01 50 00 Page 2

1.5.1 Trailers or Storage Buildings

Trailers or storage buildings will be permitted, where space is available, subject to the approval of the Contracting Officer. A sign not smaller than 24 by 24 inches shall be conspicuously placed on the trailer depicting the company name, business phone number, and emergency phone number.

2 PRODUCTS

Not Used.

3 EXECUTION

SECTION 01 57 19

TEMPORARY ENVIRONMENTAL CONTROLS

1 GENERAL

1.1 DEFINITIONS

1.1.1 Solid Waste

Garbage, refuse, debris, sludge, or other discharged material.

a. Inert construction and demolition debris: Broken or removed concrete, masonry, and ceramics.

b. Wood: Dimension and non-dimension lumber, plywood, chipboard, hardboard. Treated and/or painted wood that meets the definition of lead contaminated or lead based contaminated paint is not included.

c. Scrap metal: Scrap and excess ferrous and non-ferrous metals such as reinforcing steel, pipe, and wire that are recovered or collected and disposed of as scrap.

d. Paint cans: Metal cans that are empty of paints, solvents, thinners and adhesives. If permitted by the paint can label, a thin dry film may remain in the can.

e. Recyclables: Materials, equipment and assemblies such as doors, windows, door and window frames, plumbing fixtures, glazing and mirrors that are recovered and sold as recyclable.

1.1.2 Debris

Non-hazardous solid material generated during the construction, demolition, or renovation of a structure which exceeds 2.5 inch particle size that is: a manufactured object; plant or animal matter; or natural geologic material (e.g. cobbles and boulders). A mixture of debris and other material such as soil or sludge is also subject to regulation as debris if the mixture is comprised primarily of debris by volume, based on visual inspection.

1.1.3 Hazardous Debris

As defined in paragraph entitled "Debris" of this section, debris that contains listed hazardous waste (either on the debris surface, or in its interstices, such as pore structure) per 40 CFR 261; or debris that exhibits a characteristic of hazardous waste per 40 CFR 261.

1.2 UNFORESEEN HAZARDOUS OR REGULATED MATERIAL

If material that is not indicated in the contract documents is encountered that may be dangerous to human health upon disturbance during construction operations, stop that portion of work and notify the Contracting Officer immediately. Intent is to identify materials such as PCB, lead paint, mercury, petroleum products, and friable and nonfriable asbestos. Within 14 calendar days the Government will determine if the material is hazardous.

If the material is not hazardous or poses no danger, the Government will

Section 01 57 19 Page 1

Section 01 57 19 Page 2 direct the Contractor to proceed without change. If the material is hazardous and handling of the material is necessary to accomplish the work, the Government will issue a modification pursuant to "FAR 52.243-4, Changes" and "FAR 52.236-2, Differing Site Conditions."

2 PRODUCTS

3 EXECUTION

3.1 CONTROL AND DISPOSAL OF SOLID WASTES

Pick up solid wastes, and place in covered containers which are regularly emptied. Do not prepare or cook food on the project site. Prevent contamination of the site or other areas when handling and disposing of wastes. At project completion, leave the areas clean. Recycling is encouraged and can be coordinated with the Contracting Officer and the activity recycling coordinator. Remove all solid waste (including non-hazardous debris) from Government property and dispose off-site at an approved landfill. Solid waste disposal off-site must comply with most stringent local, State, and Federal requirements including 40 CFR 241, 40 CFR 243, and 40 CFR 258.

3.1.1 Dumpsters

Equip dumpsters with a secure cover. Keep cover closed at all times, except when being loaded with trash and debris. Locate dumpsters out of the public view. Empty site dumpsters at least once a week or as needed to keep the site free of debris and trash. If necessary, provide 55 gallon trash containers to collect debris in the construction site area. Locate the trash containers out of the public view. Empty trash containers at least once a day.

SECTION 01 77 00

CLOSEOUT PROCEDURES

1.1 SUBMITTALS

Submit the following in accordance with Section 01 33 00, "Submittal Procedures."

As-built drawings

1.2 PROJECT RECORD DOCUMENTS

1.2.1 As-Built Drawings

Maintain at the jobsite one set of full-size contract drawings marked to show any deviations which have been made from the contract drawings. These drawings shall be available for review by the Contracting Officer at all times. Upon completion of the work, deliver the marked set of prints to the Contracting Officer. Requests for partial payments will not be approved if the marked prints are not current, and request for final payment will not be approved until the marked prints are delivered to the Contracting Officer.

1.3 EQUIPMENT/PRODUCT WARRANTIES

1.3.1 Equipment/Product Warranty List

Furnish to the Contracting Officer a bound and indexed notebook containing written warranties for equipment/products furnished under the contract, and prepare a complete listing of such equipment/products. The equipment/products list shall state the specification section applicable to the equipment/product, duration of the warranty therefor, start date of the warranty, ending date of the warranty, and the point of contact for fulfillment of the warranty. The warranty period shall begin on the same date as project acceptance and shall continue for the full product warranty period. Execute the full list and deliver to the Contracting Officer prior to final acceptance of the facility.

1.4 CLEANUP

Leave premises "broom clean." Clean interior and exterior glass surfaces exposed to view; remove temporary labels, stains and foreign substances;

polish transparent and glossy surfaces. Clean equipment and fixtures to a sanitary condition. Remove waste and surplus materials, rubbish, and construction facilities from the site.

SECTION 01 77 00 Page 1

SECTION 02 41 00

SELECTIVE 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.

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

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

40 CFR 61 National Emission Standards for Hazardous Air

Pollutants

1.2 PROJECT DESCRIPTION

1.2.1 General Requirements

Do not begin demolition or deconstruction until authorization is received from the Contracting Officer. Remove rubbish and debris from the station daily; 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. 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.

1.2.2 Work Included

Work in this section includes but is not limited to:

a. Complete demolition of designated areas and construction

(1) Removal and disposal of existing window systems in their entirety, including any blocking, down to the original framed openings.

(2) Removal and disposal of the existing vinyl siding system in its entirety, including all corner trim, j-bead, air and vapor barrier, etc, down to the wall sheathing.

SECTION 02 41 00 Page 1

(3) Removal and disposal of existing vinyl soffit system in its entirety, including all j-bead and incidental items.

b. Off-site disposal of all materials not scheduled for re-use.

1.2.3 Items to Remain in Place

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

1.2.4 Existing Construction Protection

Do not disturb existing construction beyond the extent necessary for the installation of new construction. Provide protective measures to control accumulation and migration of dust and dirt in all work areas. Remove debris, dust, and dirt from work area daily.

1.2.5 Weather Protection

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

1.2.6 Project Conditions

Notify the Contracting Officer of discrepancies between existing conditions and drawings before proceeding with selective demolition. Provide, erect, and maintain temporary barriers and security devices.

1.2.7 Burning

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

1.3 SUBMITTALS

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

SUBMITTAL PROCEDURES:

Demolition Firm Qualifications

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. Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

1.5 PROTECTION OF PERSONNEL

Before, during and after the demolition work the Contractor shall continuously evaluate the condition of the items being demolished and take immediate action to protect all personnel working in and around the project site.

SECTION 02 41 00 Page 2

3.1 EXAMINATION

Survey existing conditions and correlate with requirements indicated to determine the extent of selective demolition required. Inventory items to be removed and reinstalled. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of the conflict.

Promptly submit a written report to the Contracting Officer.

Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by the Contracting Officer.

3.2 SELECTIVE DEMOLITION

3.2.1 General

Demolish and remove existing construction only to the extent required by new construction. Protect elements to remain against damage and soiling during selective demolition.

3.2.2 Carpentry

Salvage for recycle lumber and finished boards, and sort by type and size.

Remove windows as whole units, complete with trim and accessories.

3.2.3 Vinyl Siding and Soffit

Dismantle and dispose of vinyl siding and soffit system materials so as to prevent damage to sheathing below. Original wall sheathing to remain.

3.2.3 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. 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.

3.3 DISPOSITION OF MATERIAL

3.3.1 Title to Materials

Materials and equipment removed shall become the property of the Contractor and shall be removed from Government property. Title to materials resulting from demolition and deconstruction, and materials and equipment to be removed, is vested in the Contractor upon approval by the Contracting Officer of the Contractor's demolition and removal procedures, and authorization by the Contracting Officer to begin demolition. The Government will not be responsible for the condition or loss of, or damage

SECTION 02 41 00 Page 3 to, such property after contract award. Showing for sale or selling materials and equipment on site is prohibited.

3.4 CLEANUP

Remove debris and rubbish. Remove and transport the in a manner that prevents spillage on streets or adjacent areas. Apply local regulations regarding hauling and disposal.

3.5 DISPOSAL OF REMOVED MATERIALS

3.5.1 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.

3.5.2 Burning on Government Property

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

3.5.3 Removal from Government Property

Transport waste materials removed from demolished structures from Government property for legal disposal.

3.6 CLEANING

Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began.

-- End of Section --

SECTION 02 41 00 Page 4

SECTION 02 82 16

ENGINEERING CONTROL OF ASBESTOS CONTAINING MATERIALS

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.

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI Z88.2 (1992) Respiratory Protection

ANSI Z9.2 (2001) Fundamentals Governing the Design and

Operation of Local Exhaust Ventilation Systems

ASTM INTERNATIONAL (ASTM)

ASTM C 732 (2006) Aging Effects of Artificial Weathering on Latex Sealants

ASTM D 1331 (1989; R 2001) Surface and Interfacial

Tension of Solutions of Surface-Active Agents

ASTM D 2794 (1993; R 2004) Resistance of Organic Coatings to the Effects of Rapid Deformation (Impact)

ASTM D 522 (1993a; R 2001) Mandrel Bend Test of Attached

Organic Coatings

ASTM E 119 (2007a) Standard Test Methods for Fire Tests of Building Construction and Materials

ASTM E 1368 (2005e1) Visual Inspection of Asbestos

Abatement Projects

ASTM E 1494 (1992; R 2002) Encapsulants for Spray- or

Trowel-Applied Friable Asbestos-Containing Building Materials

ASTM E 736 (2000; R 2006) Cohesion/Adhesion of Sprayed

Fire-Resistive Materials Applied to Structural Members

ASTM E 84 (2007) Standard Test Method for Surface

Burning Characteristics of Building Materials

ASTM E 96/E 96M (2005) Standard Test Methods for Water Vapor

Transmission of Materials

STATE OF VIRGINIA ADMINISTRATIVE CODE (VAC)

16 VAC 25-20-30 Title 16, Agency 25, Chapter 20, Section 30:

Notification and Permit Fee

SECTION 02 82 16 Page 1

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)

EPA 560/5-85-024 (1985) Guidance for Controlling Asbestos-

Containing Materials in Buildings (Purple Book)

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1926.103 Respiratory Protection

29 CFR 1926.1101 Asbestos

29 CFR 1926.200 Accident Prevention Signs and Tags

29 CFR 1926.51 Sanitation

29 CFR 1926.59 Hazard Communication

40 CFR 61-SUBPART A General Provisions

40 CFR 61-SUBPART M National Emission Standard for Asbestos

40 CFR 763 Asbestos

U.S. NAVAL FACILITIES ENGINEERING COMMAND (NAVFAC)

ND OPNAVINST 5100.23 (Rev G) Navy Occupational Safety and Health

(NAVOSH) Program Manual

UNDERWRITERS LABORATORIES (UL)

UL 586 (1996; Rev thru Aug 2004) Standard for High-

Efficiency Particulate, Air Filter Units

1.2 DEFINITIONS

1.2.1 ACM

Asbestos Containing Materials.

1.2.2 Amended Water

Water containing a wetting agent or surfactant with a maximum surface tension of 29 dynes per centimeter when tested in accordance with ASTM D 1331.

1.2.3 Area Sampling

Sampling of asbestos fiber concentrations which approximates the concentrations of asbestos in the theoretical breathing zone but is not actually collected in the breathing zone of an employee.

1.2.4 Asbestos

The term asbestos includes chrysotile, amosite, crocidolite, tremolite asbestos, anthophyllite asbestos, and actinolite asbestos and any of these

SECTION 02 82 16 Page 2 minerals that has been chemically treated or altered. Materials are considered to contain asbestos if the asbestos content of the material is determined to be at least one percent.

1.2.5 Asbestos Control Area

That area where asbestos removal operations are performed which is isolated by…