11744975_SOW.pdf

TABLE OF CONTENTS

SECTION TITLE PAGE

DIVISION 01 - GENERAL REQUIREMENTS 1

01 10 00 - GENERAL PARAGRAPHS 1

01 33 00 – SUBMITTALS PROCEDURES 6

01 35 29 – HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES 12

01 35 43 – ENVIRONMENTAL PROCEDURES 18

DIVISION 02 – EXISTING CONDITIONS 23

02 41 19 – SELECTIVE DEMOLITION 23

DIVISION 06 – WOODS, PLASTICS AND COMPOSITES 26

06 10 00 - ROUGH CARPENTRY 26

06 20 13 - EXTERIOR FINISH CARPENTRY 31

DIVISION 07 – THERMAL AND MOISTURE PROTECTION 34

07 41 10 - PREFORMED METAL ROOF & WALL PANELS

07 92 00 - JOINT SEALERS 40

DIVISION 8 – DOOR AND WINDOWS 43

08 16 13 – METAL DOORS AND FRAMES 43

08 71 00 – DOOR HARDWARE 50

DIVISION 09 - FINISHES 51

09 25 00 - GYPSUM BOARD 54

09 51 00 - ACOUSTICAL CEILINGS 57

09 90 00 – PAINTING AND COATINGS 59

DIVISION 26 – ELECTRICAL

26 00 00 - ELECTRICAL WORK 65

Appendices – Forms & Reference Documents

1 | P a g e 11744975

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00 - GENERAL PARAGRAPHS

PART 1 GENERAL

1.01 SCOPE OF WORK: Provide all labor, materials, and

equipment necessary to complete maintenance and repairs of facilities that were damaged by Hurricane Gordon at USCG Station Pensacola. The work includes, but is not limited to, the following:

A. Remove existing asphalt shingle roofs and replace with new standing seam metal roofs at Station Building, Boathouse Building, Storage and Gym Buildings including new underlayment, flashings, gutters and downspouts as indicated in drawings and Section 07 41 10 PREFORMED METAL

ROOF PANELS.

B. Provide base bid cost of replacing of plywood sheathing as follows:

1) Station Bldg. – 200 sf

2) Boathouse Bldg. – 100 sf

3) ATON Storage Bldg. – 100 sf

4) Gym Bldg. – 100 sf

C. Provide base bid cost of replacing of wood fascia as follows:

1) Station Bldg. – 100 lf

2) Boathouse Bldg. – 50 lf

3) ATON Storage Bldg. – 50 lf

4) Gym Bldg. – 50 lf

D. Provide base bid cost of replacing 100 square feet of 2x4 acoustic ceiling panels and 50 square feet of hardboard gypsum ceilings at Station Bldg. In addition, provide Unit Cost for replacement of single 2x4 acoustic ceiling tile.

E. Mold Testing: Hire licensed Mold Assessor under Florida Statute Title XXXII Chapter 468 Part XVI Mold-Related Services to provide mold inspection, sampling and testing

2 | P a g e services for Station Building. Provide written summary and interpretation of results protocol to KO. The number of samples to be collected and tested will be determined by contractor in accordance with testing protocols. Provide opinion of health risk to occupants and recommendations for remediation if required.

1) Provide fans and necessary containment to dry out water saturated insulation and wood structure in attic areas as indicated on drawings.

F. OPTION BID: Contractor to provide a separate Bid Option price for replacement of exterior man doors, frames, thresholds and hardware at Station Building, Storage Building and Gym Building as indicated on drawings and Section 08 16 13 METAL DOORS AND FRAMES.

G. Provide electrical repairs to Boathouse Building, cutter and small piers as described in drawings and Division 26

ELECTRICAL.

H. Remove Door #5 at Gym Building and frame in wall with vertical metal siding and block out for future Air Conditioning Unit to be provided by others.

I. Paint new and existing exterior fascia and trim. Paint new interior gypsum and trim surfaces. See Section 09 90

00 PAINTING AND COATING

1.02 LOCATION: Project site is located at CG STA Pensacola in Pensacola, FL.

1.03 SITE INVESTIGATION: Investigate the site per FAR 52.236-3 to ascertain the general and local conditions which can affect the work or its cost. Contact MK1 Daniel Flanigan, Station EPO, at 850-453-8282 to arrange site access.

1.04 CONTRACTOR SECURITY REQUIREMENTS: For each affected Coast Guard facility, the Contractor shall provide a list of all on-site personnel, including sub-contractors (including second and third-tier subcontractors) and suppliers, to the Contracting Officer. The contractor shall update this list when changes occur. Contractor personnel not listed may be denied access to the Coast Guard facility.

Contractor personnel will be restricted to designated working areas. Any personnel violating this policy may lose access to the Coast Guard facility. Contractor personnel shall have photo identification at all times while working on Coast Guard facilities.

Contractor and delivery personnel may be required to present personal photo identification to gain access to a Coast Guard installation. If identification does not

3 | P a g e indicate United States citizenship, Coast Guard Security may require proof of the legal right to work in the United States. Contractor and delivery personnel also may be subjected to an immigration status and outstanding criminal warrants check.

The Real ID Act of 2005 established minimum security standards for license issuance and production and prohibits Federal agencies from accepting, for certain purposes, driver's licenses and identification cards from states not meeting the Act's minimum standards. Anyone requiring access to a military facility under this contract, to include subcontractors, who holds a driver's license from any state without approved licenses will be required to provide identification other than that driver's license to gain access. Government IDs annotated with “Federal Limits Apply” will not be accepted for access purposes. It is the responsibility of the Contractor to ensure that their personnel have federally acceptable personal photo identification and comply with any other requirements for base access.

Contractors shall provide the Contracting Officer's Technical Representative with 24 hours of advance notice of every delivery to the site (e.g., concrete, lumber, parts, etc.) and provide the company name, delivery person, and phone number of the firm(s) making deliveries.

All vehicle access to government property requires vehicle registration and proof of liability insurance. Otherwise access to the Coast Guard facility may be denied.

1.05 CONTINUITY OF FACILITIES OPERATION: Schedule work to

minimize interference with the facilities normal operations. Notify the Contracting Officer and the site contact 3 business days in advance of any shutdowns.

Perform all on-site work, including deliveries, between the hours of 7:00 AM and 6:00 PM, Monday through Friday (Federal Holidays excluded), unless otherwise approved by the Contracting Officer and the Unit Commanding Officer.

1.06 NOTIFICATION OF START AND COMPLETION OF WORK: The

Contractor shall notify the Contracting Officer in writing five (5) business days in advance of the date he intends to commence work, and five (5) business days prior to the date that work will be ready for final inspection.

1.07 RECYCLING AND DISPOSAL OF REFUSE: Refuse, excess or waste materials resulting from construction operations shall become the property of the Contractor and shall be recycled and/or disposed of off Government property. All disposal shall be done in accordance with federal, state, and local laws and regulations.

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A. Construction Waste Management: Develop and implement a Construction Waste Management Plan quantifying material diversion in order to recycle, reuse and/or salvage to the maximum extent feasible all construction, demolition and land clearing waste.

1.08 ENERGY STAR PRODUCTS: Pursuant to Executive Order 13123, provide Energy Star labeled products or, for product groups where Energy Star programs do not yet exist, products that are in the upper 25 percent of energy efficiency as designated by the Federal Energy Management Program.

1.09 RECYCLED MATERIAL: Use products meeting or exceeding

EPA’s recycled content recommendations for EPA-designated products and for other products contractor shall make all attempts to maximize the procurement of materials with recycled content.

1.10 REGIONAL MATERIALS: The contractor shall make all

attempts to maximize the procurement of materials within a 500 mile radius of the project site.

1.11 SAFETY: During the execution of this contract, the

Contractor shall conform to the rules and regulations as set forth by OSHA Safety and Health Standards, 29 CFR Part 1926 - Safety and Health Regulations for Construction and the Florida Industrial Safety and Health Administration regulations. When the standards differ, the more restrictive standard shall apply. The contractor shall provide barriers, temporary fencing, trench covers, etc.

wherever work could cause injury to workers, visitors, Coast Guard personnel, or dependents. An Accident Prevention Plan shall be submitted in accordance with Section 01 35 29, paragraph 1.07.

1.12 TEMPORARY FACILITIES:

A. STORAGE: The location for exterior stock piling of materials is shown on the drawing. The Contractor shall be responsible for protecting materials stockpiled against weather, damage, theft, and other risks of loss. The Coast Guard assumes no responsibility for material or equipment left in the storage area.

B. SANITARY FACILITIES: There are no toilet facilities available for Contractor use at the job site. The Contractor shall provide his own facilities in accordance with 29 CFR 1926, Chapter XVII, Subpart D, paragraph

1926.51 (c) (1).

C. WATER AND ELECTRICITY: Water and 120V electricity are available at no cost to the Contractor. Cost of these

5 | P a g e utility connections and disconnections shall be the responsibility of the Contractor. Personnel using extension cords to bring power from another location to construction, maintenance, remodeling, etc., shall employ portable ground fault circuit interrupters (gfcis), even if connecting to building wiring.

D. TELEPHONE: No telephone service is available for contractor use.

1.13 EXISTING UTILITIES: Utility locations shown are

approximate. The Contractor shall field verify all utility locations before trenching. This shall include but not be limited to the use of sonic, electronic or magnetic detection devices, by noting pullbox and utility box locations at the surface, and by potholing.

Contractor shall be responsible for repairing any utilities damaged during construction at no additional cost to the Government.

1.14 DRAWINGS: The work shall conform to the drawings listed

below which form a part of these specifications.

Number Title

T1 Site Plan, Vicinity Map, Index A1 Station Bldg. First Floor Plan A2 Station Bldg. Second Floor Plan A3 Station Bldg. Roof Plan & Details A4 Station Bldg. N&S Elevations A5 Station Bldg. E&W Elevations A6 Gym Bldg. Plans and Elevations A7 Storage Bldg. Plans and Elevations A8 Boathouse Plans and Elevations A9 Door Schedule and Details A10 Photos of Existing Conditions A11 Photos of Existing Conditions A12 Photos of Existing Conditions E1 Boathouse/Pier Electrical Plans & Elevations E2 Electrical Photos

1.15 REFERENCE DOCUMENTS: See Appendices

PART 2 PRODUCTS - Not Used

PART 3 EXECUTION - Not Used

END OF SECTION

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01 33 00 – SUBMITTALS PROCEDURES

1.01 GENERAL

A. Forward all submittals, except as stated elsewhere, to the Contracting Officer on CD-ROM as indicated on the submittal register. Submittals shall be accompanied with the USCG furnished material submittal form in Microsoft Word Format. Unless noted otherwise, all submittals shall be provided in an electronic image format. Provide these submittal images to the Contracting Officer, the Construction Manager, and the Contracting Officer's Representative (COR) simultaneously. If the electronic image is insufficient to ascertain submittal acceptability, the Contracting Officer may request a hard copy submittal. The Construction Manager will e-mail approval or disapproval of submittals, within 10 calendar days after receipt.

B. The Construction Manager will review all submittals for compliance with these specifications. Submittals shall have been approved by the Contracting Officer before any item is delivered to the job site.

C. Approval of submittals, and corrections or comments made during the review, do not relieve the Contractor from compliance with the requirements of the plans and specifications.

D. The schedule of submittals listed in the submittal register and in the individual sections are the submittals required for this contract. Unsolicited submittals may be returned to the Contractor without review.

1.02 CATALOG CUTS: Catalog cuts shall contain manufacturer's

description, specifications and sketches of the material and equipment provided. The catalog cut shall contain sufficient information which can be used to determine compliance with these specifications.

1.03 CERTIFICATES OF COMPLIANCE: Certificates of compliance

shall be signed by an authorized officer of the manufacturing company furnishing the material which states that the material being furnished meets all requirements of these specifications and referenced specifications.

1.04 SAMPLES: Samples shall be submitted as described in the

referencing specification section.

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1.05 SHOP DRAWINGS: Drawings shall indicate layouts, dimensions, materials, and other information required to fully describe the items being installed. In addition to shop drawings for review, submit one reproducible bond paper, full size, set of as-built shop drawings at completion of contract work. If drawings are prepared using computer aided drafting, electronic files shall be compatible for use with AutoCAD 2012. Submit electronic files in addition to hard copy drawings.

1.06 STATEMENTS OF PROCEDURES: Job-specific detailed procedure statements for aspects of the project requiring special attention. The statements shall indicate all methods and materials to be used for proper execution of the work.

The statements shall also indicate any limiting criteria and scheduling requirements.

1.07 STANDARD COMPLIANCE: When materials or equipment must

conform to the standards of organizations such as the American Society for Testing and Materials (ASTM), and Underwriter's Laboratories (UL), proof of such conformance shall be submitted to the Contracting Officer for approval. If an organization uses a label or listing to indicate compliance with a particular standard, the label or listing will be acceptable evidence. In lieu of the label or listing, submit a certificate from an independent testing organization, which is competent to perform the test. The certificate shall state that the item has been tested in accordance with the specified organization's standard.

1.08 TEST RESULTS: Submit test results as described in the

individual referencing specification section.

1.09 PERMITS AND CERTIFICATES: Submit applications and copies of all permits and certificates as described in the individual referencing specification section and listed in the Submittal Register.

1.10 HAZARDOUS MATERIAL IDENTIFICATION: Submit Safety Data

Sheets (SDS) for any materials defined as hazardous under the most current revision of Federal Standard 313. One copy of each SDS shall be submitted to the Contracting Officer's Representative no later than the delivery date of the product. Two copies shall be submitted to the Construction Manager.

1.11 AS-BUILT DRAWINGS: Maintain at the job site one set of

full size contract drawings marked in red to show any deviations which are found to exist or have been made from the contract drawings. Upon completion of the work, deliver the marked set of prints to the Contracting Officer. Request for final payment will not be approved

8 | P a g e until the marked prints are delivered to the Contracting Officer.

1.12 BAR CHART PROGRESS SCHEDULE: Within 10 calendar days

after award, submit a bar chart progress schedule. On-site work shall not begin until a bar chart schedule has been approved. The bar chart shall show the complete sequence of construction by activity (including acquisition of materials and equipment). The chart shall identify the construction start date, the completion date, and all workdays through the duration of the project. If the project requires various delivery dates, dates will be indicated for each of the required deliverable elements (i.e., housing unit or specific building). The bar chart shall also identify the cost for the various activities which shall be used as the basis for the Contractor's periodic request for payments. Submission and approval of as-built drawings and O&M manuals shall each be separate line items (with associated costs) on the bar chart.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

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CEU OAKLAND SUBMITTAL REGISTER

PSN:

CONTRACT NO.:

PROJECT TITLE AND LOCATION:

MAINTENANCE & REPAIRS HURRICANE DAMAGE AT STATION

PENSACOLA, FLORIDA

CONTRACTOR NAME:

Submittal Reference Location

DATE

REQUIRED

DATE

SUBMITTED ACTION DATE

NO. SPEC SECTION PARA. PAGE DESCRIPTION OF SUBMITTAL

Days after award APPROVED

APPROVED

AS NOTED DISAPPROVED

RESUBMITTAL

APPROVED REVIEWER

001 01 10 00 1.07A 3 CONSTRUCTION WASTE MANAGEMENT PLAN 20

002 01 33 00 1.11 7 AS-BUILT DRAWINGS *

003 01 33 00 1.12 8

OPERATION AND MAINTENANCE MANUALS

(O&M) N/A

004 01 33 00 1.13 8 BAR CHART PROGRESS SCHEDULE 20

005 01 35 29 1.06A 15 SOLID WASTE DISPOSAL PERMIT 120

006 01 35 29 1.06B 15 SAFETY DATA SHEETS 20

007 01 35 29 1.06C 16 ACCIDENT PREVENTION PLAN (APP) 20

008 01 35 29 1.06D 16 MOBILE EQUIPMENT OPERATOR LIST 20

009 01 35 29 1.06E 16 FALL PROTECTION PLAN 20

010 01 35 29 1.06F 16 SCAFFOLDS & POWER PLATFORMS 20

011 07 41 10 1.03A 35

CATALOG CUTS – PREFORMED METAL

ROOF & SIDING 20

012 07 41 10 1.03B 35 SAMPLES 20

013 07 41 10 1.03C 35 SHOP DRAWINGS 30

014 07 41 10 1.03D 35 NOA CERTIFICATION 30

015 07 41 10 1.04 35 WARRANTY 120

016 07 92 00 1.03A 40 SEALANTS – PRODUCT DATA 20

017 08 16 13 1.03A 44 CATALOG CUTS –METAL DOORS 20

018 08 16 13 1.03B 44 SHOP DRAWINGS 30

019 08 16 13 1.03C 44 WARRANTY 20

020 08 71 00 1.04A 47 CATALOG CUTS - HARDWARE 20

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021 08 71 00 1.04B 47 WARRANTY – DOOR CLOSERS 20

022 09 51 00 1.03A 54 CATALOG CUTS – ACOUSTIC CEILINGS 20

023 09 90 00 1.04A 57 SAMPLES - PAINT 20

024 26 00 00 1.05A 64 MANUFACTURER’S CATALOG DATA 20

025 26 00 00 1.05B 64 AS-BUILT DRAWINGS 20

*: At the completion of construction.

**: 12 days before the system is put into operation on site.

***: After construction and before acceptance.

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01 35 29 – HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES

1.01 SECTION INCLUDES: This section applies to steps taken by the contractor to comply with the health and safety requirements listed herein. The Contractor shall comply with all applicable federal, state, and local laws and regulations. The ultimate responsibility for identifying applicable requirements and protecting contractor employees or sub-contractors rests with the primary contractor.

1.02 APPLICABLE PUBLICATIONS: The publications listed below

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

A. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI):

ANSI/ASSE Z359 Series Fall Protection Code, Version 2 (Z359.1-2016, Z359.2-2017, Z359.3- 2017, Z359.4-2013, Z359.6-2016, Z359.12-2009, Z359.13-2013, Z359.14-2014, and historical Z359.1-1992 (R1999)

B. ENVIRONMENTAL PROTECTION AGENCY (EPA) REGULATIONS:

16 CFR 1303 Ban of Lead-Containing Paint and Certain Consumer Products Bearing Lead-Containing Paint

40 CFR 204 Noise Abatement Program for Construction Equipment

40 CFR 261 Identification and Listing of Hazardous Waste

40 CFR 302.4 Designation of Hazardous Substances

40 CFR 745 Subpart E Lead Renovation, Repair, and Painting Program

C. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 Standard for Safeguarding Construction, Alteration and Demolition Operations

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D. U.S. Army Corps of Engineers (USACE):

EM 385-1-1 Safety and Health Requirements Manual

E. U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA) REGULATIONS:

29 CFR 1910.1001 Occupational Safety and Health Standard for Asbestos

29 CFR 1910.1025 Occupational Safety and Health Standard for Lead

29 CFR 1910 Subpart F Power Platforms, Manlifts, and Vehicle-Mounted Work Platforms

29 CFR 1910.1200 Hazard Communication

29 CFR 1926.106 Working Over or Near Water

29 CFR 1926 Subpart L Scaffolds

29 CFR 1926 Subpart M Fall Protection

29 CFR 1926 Subpart T Demolition

F. U. S. DEPARTMENT OF TRANSPORTATION REGULATIONS:

49 CFR 100-199 Hazardous Materials Transportation, Handling, and Storage Regulations

1.03 REFERENCE STATUTES: The statutes listed below form a part of this specification to the extent referenced.

Federal Insecticide, Fungicide, and Rodenticide Act (FIFRA) (7 U.S.C. §§ 136 to 139y)

Noise Control Act (NCA) (42 U.S.C. §§ 4901 to 4918)

Residential Lead-Based Paint Exposure Reduction Act (15 U.S.C. §§ 2681 to 2692)

1.04 HAZARDOUS MATERIAL TESTING: No tests have been conducted on the materials expected to be encountered during this work. For bidding purposes, assume no asbestos or lead are present. Construction of all buildings occurred after 1982.

1.05 UNFORSEEN HAZARDOUS MATERIALS: If, during the course of

work, material is determined to be hazardous to human

14 | P a g e health upon disturbance during construction operations, stop that portion of work and notify the Contracting Officer immediately.

1.06 DEFINITIONS

A. Sediment: Soil and other debris that has been eroded and transported by runoff water.

B. Solid Waste: Rubbish, debris and other discarded solid materials resulting from industrial, commercial, and agricultural operations, and from community activities.

Solid waste may also include non-sewage liquids.

C. Rubbish: A variety of combustible and noncombustible wastes such as paper, boxes, glass, crockery, metal, lumber, cans, and bones.

D. Debris: Includes combustible and noncombustible wastes, such as ashes, waste materials that result from construction or maintenance and repair work, leaves, and tree trimmings.

E. Chemical Wastes: Includes salts, acids, alkalis, herbicides, pesticides, and organic chemicals.

F. Sanitary Wastes:

1) Sewage: Wastes characterized as domestic sanitary sewage.

2) Garbage: Refuse and scraps resulting from preparation, cooking, dispensing, and consumption of food.

G. Asbestos and Asbestos Materials: Asbestos means actinolite, amosite, antophyllite, chrysotile, crocidolite, and tremolite. Asbestos material means asbestos or any material containing asbestos such as asbestos waste, scrap, debris bags, containers, equipment, and asbestos-contaminated clothing consigned for disposal.

Friable asbestos material means any material that contains more than one percent asbestos by weight and that can be crumbled, pulverized, or reduced to powder, when dry, by hand pressure.

H. Oily Waste: Includes petroleum products and bituminous materials.

I. PCB (Polychlorinated Biphenyls): Toxic and non-biodegradable materials used extensively under trade names, such as Pyranol or Askarel, as insulating cooling

15 | P a g e fluids in capacitors and transformers.

J. Hazardous Material (HM): Chemicals defined by OSHA 29 CFR

1926.59 and under the U.S. Department of Transportation (DOT) regulations (Title 49 CFR Parts 100 through 199) which are determined by the Secretary of Transportation to present risks to safety, health, and property during transportation. The DOT regulations include requirements for shipping papers, package marking, labeling, transport vehicle placarding, and training of personnel handling hazardous materials.

K. Hazardous Substance: Substances defined under the Clean Water Act and CERCLA as chemicals which are harmful to aquatic life or the environment and are regulated, if spilled or otherwise released to the environment. The EPA has designated "reportable quantities" for each hazardous substance (Table 40 CFR 302.4) under CERCLA. If an amount equal to or greater than the reportable quantity of a hazardous substance is released to the environment, that spill must be reported.

L. Hazardous Waste (HW): Substances which are hazardous and have been discarded are regulated as hazardous waste under RCRA or State Health and Safety Codes and their implementing regulations. A waste is hazardous if it meets certain levels of reactivity, ignitability, corrosivity, or toxicity, or is otherwise listed as a hazardous waste in Title 40 CFR Part 261 or in the respective State Health and Safety Code or Code of Regulations.

M. Lead Containing Paint: Paint or other similar surface coating material containing lead or lead compounds and in which the lead content is in excess of 0.009% by weight of the total nonvolatile content of the paint or the weight of the dried paint film. Abatement of paint containing even trace amounts of lead must meet the requirements of Federal and State laws for protection of employees (e.g., 29 CFR 1926.62 and 40 CFR 745 Subpart E).

1.08 SUBMITTALS: Submit the following in accordance with

Section 01 33 00, "Submittal Procedures":

A. Solid Waste Disposal Permit: Upon disposal, provide copies of the acceptance receipts for the material, from the disposal site.

B. Safety Data Sheets (SDS's): Copies of all SDS's for all hazardous materials (including petroleum products) shall

16 | P a g e be submitted along with a listing of quantities of these hazardous materials proposed to be stored on site.

C. ACCIDENT PREVENTION: Submit a copy of your “Accident Prevention” or “Injury and Illness Prevention” Plan as required under the submittal register. The work plan shall address the specific hazards on the job-site including Fire Prevention and Hot Work authorization per EM-385-1-1 and NFPA 241, Chapter 5.1]. EM 385-1-1 Appendix A illustrates typical content for the Accident Prevention Plan (APP).

D. MOBILE EQUIPMENT OPERATOR LIST: A list of qualified operators for all mobile equipment that will be brought onto the job site with employee name(s), qualifications and specific equipment to be operated shall be provided to the Contracting Officer prior to equipment operation.

(This includes forklifts, cranes, motorized lifting device, etc.)

E. FALL PROTECTION: All construction activities shall comply with the fall protection requirements of CFR 1926 Subpart M and ANSI Z359. Submit a work plan if required under the submittal register.

F. SCAFFOLDS AND POWERED PLATFORMS: All above ground level work which requires scaffolds shall meet 29 CFR 1926 Subpart L – Scaffolds. The contractor shall submit the name of his/her competent person, designated and authorized by the employer to install and inspect scaffolding. All work that requires powered platforms, vehicle-mounted elevation and rotating work platform shall meet 29 CFR 1910.Subpart F – Power Platforms, Manlifts, and Vehicle-Mounted Work Platforms.

1.09 DUST CONTROL: Keep dust down at all times, including non-working hours, weekends, and holidays. Sprinkle or treat with dust suppressors, the soil at the site, haul roads, and other areas disturbed by operations. No dry power brooming is permitted. Instead, use vacuuming, wet mopping, wet sweeping, or wet power brooming. Air blowing is permitted only for cleaning non-particulate debris, such as steel reinforcing bars. No sandblasting is permitted unless dust is confined. Only wet cutting of concrete blocks, concrete, and asphalt is permitted. No unnecessary shaking of bags is permitted where bagged cement, concrete mortar, and plaster is used.

1.10 NOISE: Make the maximum use of "low-noise-emission

products" as certified by EPA and described at 40 CFR Part

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204. No blasting or use of explosives is permitted.

Comply with applicable portions of the Noise Control Act (NCA). The Contractor is responsible for complying with all other federal, state, and local noise control laws and regulations.

1.11 WORKING OVER OR NEAR WATER: When working over or near

water, comply with 29 CFR 1926.106.

1.12 WELDING, CUTTING, AND BURNING: Contractor shall provide

one (1) fire watch during and for at least half hour after any welding, cutting, or burning.

PART 2 PRODUCTS - Not Used

PART 3 EXECUTION - Not Used

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01 35 43 – ENVIRONMENTAL PROCEDURES

1.01 SECTION INCLUDES: This section applies to all necessary

steps taken by the contractor to comply with the environmental protection requirements listed herein.

1.02 APPLICABLE PUBLICATIONS: The publications listed below

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

A. ENVIRONMENTAL PROTECTION AGENCY (EPA) REGULATIONS:

40 CFR 122 National Pollution Discharge Elimination System

40 CFR 261 Identification and Listing of Hazardous Waste

40 CFR 262 Standards Applicable to Generators of Hazardous Waste

40 CFR 263 Standards Applicable to Transporters of Hazardous Waste

40 CFR 761 Polychlorinated Biphenyls (PCB) Manufacturing, Processing, Distribution in Commerce, and Use Prohibitions

B. U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA) REGULATIONS:

29 CFR 1910.120 Hazardous Waste Operations

C. U. S. DEPARTMENT OF TRANSPORTATION REGULATIONS:

49 CFR 100-199 Hazardous Materials Transportation, Handling, and Storage Regulations

1.03 REFERENCE STATUTES: The statutes listed below form a part of this specification to the extent referenced.

Clean Air Act (CAA) (42 U.S.C. §§ 7401 to 7642)

Clean Water Act (33 U.S.C. §§ 1251 to 1387)

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Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA) (42 U.S.C. §§ 9601 to 9675)

Federal Insecticide, Fungicide, and Rodenticide Act (FIFRA) (7 U.S.C. §§ 136 to 139y)

Federal Water Pollution Control Act (CWA) (33 U.S.C. §§ 1251)

Toxic Substance Control Act (TSCA) (15 U.S.C. §§ 2601 to 2654)

Resource Conservation and Recovery Act (RCRA) (42 U.S.C.

§§ 6901 to 6991i)

Dispose of petroleum products and petroleum contaminated soil and water in accordance with procedures meeting Federal, State, and local regulations. Comply with 40 CFR 761 for removal and disposal of PCB containing articles.

1.04 ENVIRONMENTAL PROTECTION REQUIREMENTS: Provide and

maintain environmental protection during the life of the Contract to control pollution or to correct conditions that develop during construction. Comply with all Federal, State, and local laws and regulations pertaining to water, air, soil, and noise pollution.

1.05 PROTECTION OF NATURAL RESOURCES

A. Preserve the natural resources within the project boundaries and outside the limits of permanent work performed under this Contract in their existing condition or restore to an equivalent or improved condition upon completion of the work. Repair or restore to original condition all trees or other landscape features scarred or damaged by equipment or operations. Obtain Contracting Officer's approval before repair or restoration. Confine construction activities to areas defined by the work schedule, drawings, and specifications. Federal Acquisition Regulation clause 52.236-9 applies.

B. Except in areas indicated to be cleared, do not remove, cut, deface, injure, or destroy trees or shrubs without special written permission from the Contracting Officer.

Protect existing trees which may be damaged by construction operations.

C. Construction equipment is to be kept in good repair, without leaks of hydraulic or lubricating fluids. If such leaks or drips do occur, they shall be cleaned up immediately. Drip pans shall be utilized when vehicles

20 | P a g e are parked. Confine equipment maintenance and/or repair to one location. Control runoff in this area to prevent contamination of soils and water.

D. At or before Contract completion, obliterate all signs of temporary construction facilities such as haul roads, work areas, structures, foundations of temporary structures, stockpiles of excess or waste materials, and all other vestiges of construction. Temporary roads, parking areas, staging areas, and similar temporary use areas where excavation has been accomplished shall be graded in conformance with surrounding areas. Restore all disturbed areas to their original condition.

E. For all work in or over water habitats, provide a debris boom approved by the Contracting Officer. Take precautions to preclude construction materials from entering the water and immediately remove any material that enters the water in the work area. Report spills of any liquids into the water habitat and take steps to preclude spread or dissipation of spilled liquids.

1.06 EROSION AND SEDIMENT CONTROL MEASURES:

A. Burn-off of ground cover is not permitted.

B. Borrow pits are not permitted on Government property.

C. Provide necessary controls to prevent visible or measurable erosion from leaving the construction site.

D. Provide temporary protection for erodible soils. Employ methods such as mechanical retardation, sediment basins, or vegetation and mulch. All earthwork brought to final grade shall be immediately finished as indicated or specified. Immediately protect sideslopes and backslopes upon completion of rough grading. Plan and conduct all earthwork to minimize duration of exposure of unprotected soils. In no case shall soil stabilization measures be delayed more than 14 days following temporary or permanent ceasing of construction activity in that portion of the site. Inspect erosion control measures at least weekly, and on a daily basis during rainy periods. The erosion Control and Temporary Drainage Plan shall indicate the measures you will use to protect land resources, and wildlife habitats. These measures must prevent visible or measurable erosion from leaving the construction site.

Plan shall detail structures, location, and expected flow paths.

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1.07 CONTROL AND DISPOSAL OF WASTES: With the exception of

materials specifically indicated or specified to be salvaged for reuse in construction, or turned over to the Government, all wastes and demolished materials become the contractor's property and shall be removed from the job site daily.

1.08 HAZARDOUS WASTE DISPOSAL: Any hazardous or regulated

waste generated by work under this contract is the responsibility of the Contractor and shall be disposed of in accordance with all applicable federal, state, and local regulatory requirements. The facility is the generator of record and will provide the EPA ID number and manage manifests. The site environmental manager must approve and sign all manifests. The contractor may leave wastes on site pending analysis for disposal. The wastes will be accumulated at a location designated by the POC.

The facility address will be used on each manifest. CEU Oakland shall not appear on any manifest. The Contractor shall arrange and be responsible for the transportation and final disposal of any hazardous waste. Comply with applicable parts of 40 CFR 262. Any manifest of hazardous waste shall be signed by the Government Hazardous Materials/Hazardous Waste Coordinator at the work site (hereinafter "HM/HW Coordinator"). The Contractor shall contact the HM/HW Coordinator for disposal of any hazardous waste. No contractor or subcontractor shall have the authority to sign a hazardous waste manifest using the facility's EPA generator ID number. Only the HM/HW Coordinator may sign a manifest for hazardous waste.

A. HM/HW Spill Response: Store chemical waste in corrosion resistant containers labeled to identify type of waste and date filled. Comply with 49 CFR 178. Remove containers from Government property and dispose of in accordance with Federal, State, and local regulations. Submit a certified copy of the acceptance receipts for these materials, indicating quantities. For oil and hazardous material spills which may be large enough to violate Federal, State, and local regulations, notify the Contracting Officer immediately.

B. Dispose of petroleum products and petroleum contaminated soil and water in accordance with procedures meeting Federal, State, and local regulations. Comply with 40 CFR 761 for removal and disposal of PCB containing articles.

C. Comply with 40 CFR 262 and 263, 29 CFR 1910.120, and state regulations for removal, transportation and disposal of hazardous waste as discussed in the Contractor's HM/HW

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Handling Plan.

D. Coordinate use of sanitary, odor, and pest control systems with COR. The Contractor is responsible for compliance with FIFRA at the work site.

1) Herbicides: Any herbicides shall be applied in strict compliance with the product's EPA or State of California registered labeling. All manufacturer's instructions and recommendations for the preparation and application of herbicides shall be strictly followed. In addition, the Contractor shall comply with all other applicable federal, state or local laws and regulations concerning the application, storage and disposal of such chemicals.

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DIVISION 02 – EXISTING CONDITIONS

02 41 19 – SELECTIVE DEMOLITION

1.01 DESCRIPTION OF WORK: This section includes all work

required for the selective demolition, removal, and disposal of building components as indicated and as required to complete Project work.

A. Demolition of existing roofing, underlayment, flashings, gutters and downspouts at Station Building, Boathouse, Storage and Gym Buildings as indicated.

B. OPTION BID: Contractor to provide separate Option Bid pricing for demolition of existing metal doors, frames and thresholds at Station Building, Boathouse Building, Storage and Gym Buildings as indicated.

C. Demolition of existing electrical panels, conduit and accessories at Boathouse as indicated. See Division 26 for complete scope description.

D. Washdown exterior of Cutter Pier and Small Boat Pier to remove saltwater contaminants and algae prior to repairs.

E. Demolition of interior water damaged acoustical ceiling tiles and hardboard gypsum ceilings. For bid purposes, assume 100 square feet of acoustic ceiling replacement and 50 square feet of hardboard gypsum ceiling replacement.

1.02 RELATED SECTIONS: The following sections have additional demolition requirements:

A. Section 01 35 29 – HEALTH, SAFETY AND EMERGENCY RESPONSE

PROCEDURES

B. Section 01 35 43 – ENVIRONMENTAL PROCEDURES

C. Section 08 11 00 – METAL DOORS AND FRAMES

D. Section 26 24 16 – PANELBOARDS

1.03 APPLICABLE PUBLICATIONS: The publications listed below

24 | P a g e form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

A. U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA) REGULATIONS:

26 CFR 1926 Safety and Health Standard for Construction

B. U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA) NATIONAL

POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) MULT-SECTOR

GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH

INDUSTRIAL ACTIVITY (MSGP):

SECTION 1.1.3.1 Allowable Non-Stormwater Discharges

1.04 DUST CONTROL: Keep dust down at all times, including non-working hours, weekends and holidays.

1.05 WASTE MANAGEMENT: Coordinate with the manufacturer and/or local recycler for recycling. Set aside scrap to be returned to manufacturer for recycling into new products.

1.06 COORDINATION: Do not begin demolition of exterior doors

until new replacement units have been delivered to site.

Schedule work to minimize disruptions to operations in general and circulation and exit paths in particular.

1.07 PIER WASHDOWN: Conform to EPA Multi-Sector General Permit Section 1.1.3.1 which allows external building washdown/power wash that does not use detergents or hazardous cleaning products (e.g., those containing bleach, hydofluric acid, muriatic acid, sodium hydroxide, nonylphenols).

PART 2 PRODUCTS

2.01 MATERIALS: Patch using materials conforming to other

sections of these specifications to match surfaces surrounding materials and finishes.

PART 3 EXECUTION

3.01 SCHEDULING: See individual sections for scheduling

requirements that affect demolition.

3.02 DEMOLITION: Demolition shall be done in an orderly and

careful manner and in accordance with 26 CFR 1926, Subpart T, Demolition. Use debris nets and debris chutes, or other means approved by Contracting Officer, when moving

25 | P a g e demolished material from the upper floors to grade.

3.03 INSPECTION: After demo of roofing, inspect sheathing and fascia in the presence of the COR. Rep to determine scope of sheathing and fascia replacement.

3.04 SUPPORT: Provide new supports and reinforcement for

existing construction weakened by demolition or removal work.

3.05 DISPOSITION OF MATERIALS: Demolished materials become the property of the Contractor, except as noted. Remove and dispose of demolished materials from the site as work progresses in accordance with Division 1 – General Requirements. Reuse or recycling of removed materials is recommended.

3.06 RESTORATION AND PATCHING: Surfaces to remain, when cut, damaged or otherwise disturbed during demolition and removal, shall be restored and refinished as necessary to provide a smooth, clean, complete installation. Extend such restoration and refinishing to nearest undamaged intersecting surface, other natural breaking point, or obstruction.

3.07 PROTECTION: Provide protection for existing work that is to remain in place, be reused, or remain the property of the government

3.08 EXTERIOR DOOR DEMOLITION: Remove and dispose of exterior doors, door frames, threshold and door hardware as indicated.

3.09 PIER WASHDOWN: Remove all dirt, saltwater contaminants and algae from boat hanger exterior. Use only fresh water at low pressure (100 psi max) for cleaning. Do not use soaps, phosphates or chlorine bleach. Do not allow any paint or toxic material to enter water. Provide sample test of cleaning method to determine compliance with State and Local regulations.

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DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

06 10 00 – ROUGH CARPENTRY

1.01 SECTION INCLUDES: This section applies to all carpentry

work, including but not limited to miscellaneous wood framing bucks and plywood sheathing at the building exterior doors and roofs as indicated.

1.02 APPLICABLE PUBLICATIONS: The publications listed below

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

A. APA – The Engineered Wood Association

APA PS 1 Voluntary Product Standard for Structural Plywood

B. American Wood Protection Association (AWPA):

M4-11 Standard for the Care of Preservative Treated Wood Products

P5-10 Standard for Waterborne Preservatives

C. American Society of Mechanical Engineers (ASME):

B18.2.1 2010 Square and Hex Bolts and Screws (Inch Series)

B18.6.1 2008 Wood Screws (Inch Series)

D. American Society of Testing and Materials (ASTM):

A153/A153M-09 Standard Specification for Zinc Coating (Hot-Dip) On Iron And Steel Hardware

A307-12 Standard Specification for Carbon Steel Bolts, Studs and Threaded Rod 60 000 PSI Tensile Strength

A563-07a Standard Specification for Carbon

27 | P a g e and Alloy Steel Nuts

B633-11 Standard Specification for Electrodeposited Coatings of Zinc On Iron And Steel

D266 Asphalt-saturated Organic Felt used in Roofing and Waterproofing

E136-16a Standard Test Method for Behavior of Materials in Vertical Tube Furnace

F593-02(2008)e1 Standard Specification For Stainless Steel Bolts, Hex Cap Screws, And Studs

F594-09e1 Standard Specification For Stainless Steel Nuts

F1667-11ae1 Standard Specification for Driven Fasteners: Nails, Spikes, and Staples

E. Environmental Protection Agency (EPA) Regulations:

40 CFR 59 Subpart D National Volatile Organic Compound Emission Standards for Architectural Coatings

F. International Code Council:

IBC International Building Code, 2012

ESR-1539 ICC-ES Evaluation Report

G. West Coast Lumber Inspection Bureau (WCLIB):

17 (1993) Standard Grading Rules for West Coast Lumber

1.03 QUALITY ASSURANCE:

A. Lumber Grading Agency: Certified by American Lumber Standards.

1.04 DELIVERY, STORAGE AND HANDLING:

A. Stack lumber flat with spacers between each bundle to provide air circulation. Provide for air circulation around stacks and under coverings.

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B. Keep materials under cover and dry. Cover stacks with temporary coverings of polyethylene or similar materials.

1.05 SUSTAINABLY HARVESTED WOOD: Certification Organizations

shall be accredited by the Forest Stewardship Council

(FSC).

A. Virgin Lumber: Provide sustainably harvested wood, certified or labeled by an independent third party in accordance with FSC with chain-of-custody certification.

B. Preservative-Treated Lumber: Preservative-treated lumber with chromated copper arsenate (CCA) shall not be used.

PART 2 PRODUCTS

2.01 LUMBER MATERIALS: All framing members and structural

lumber shall conform to the standard grading rules of WCLIB unless otherwise indicated. Kiln dried to a maximum 19 percent moisture content and surfaced on 4 sides.

A. Light Framing – No. 2 or better Hem or Douglas Fir/Larch.

B. Structural Framing – No. 1 or better Hem or Douglas Fir/Larch.

C. Standard Grading- comply with WCLIB -17.

D. Plywood – Plywood shall conform to APA PS 1, underlayment grade with exterior glue or C-C(Plugged) exterior grade ½” thick.

2.02 MISCELLANEOUS LUMBER: Wood for support or attachment of

other work including blocking, nailers, furring, stripping and cants; kiln dried to a maximum 19 percent moisture content; No. 3 Hem Fir.

2.03 TREATED LUMBER: Pressure treated per AWPA P5; kiln dried to a maximum 19 percent moisture content. Comply with EPA 40 CFR 59 Subpart D for VOC Emission Standards for Architectural Coatings.

A. Application:

1) Concealed exterior nailers, blocking and similar members in contact with roofing, flashing, vapor barriers and waterproofing.

2) Sills, sleepers, blocking, furring, and similar concealed members in contact with concrete and metal plates.

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2.04 FASTENERS: When exposed to weather, preservative treated lumber or in areas of high relative humidity provide stainless steel complying with ASTM F593-02(2008)e1 and ASTM F594-09e1.

A. Nails, Brads, and Staples: ASTM F 1667.

B. Wood Screws: ASME B18.6.1.

C. Lag Bolts: ASME B18.2.1.

D. Bolts: Steel bolts complying with ASTM A 307, Grade A with ASTM A 563 hex nuts and, where indicated, flat washers.

2.05 MISCELLANEOUS MATERIAL:

A. Flexible Flashing: Self-adhesive, rubberized-asphalt compound, bonded to a high-density, polyethylene film to produce an overall thickness of not less than 0.025 inch.

PART 3 EXECUTION

3.01 GENERAL: Set rough carpentry members plumb, level and

solidly fastened; scribe and cope to other construction as needed for accurate fit.

A. Do not splice structural members between supports, unless otherwise indicated.

B. Provide blocking and framing as required to support facing materials, fixtures, specialty items, and trim.

3.02 MISCELLANEOUS LUMBER, EXCEPT FURRING: Install where

indicated and where required for attaching other work.

Form to shapes indicated and cut as required for true line and level of attached work. Coordinate locations with other work involved.

A. Attach items to substrates to support applied loading.

Recess bolts and nuts flush with surfaces, unless otherwise indicated.

3.03 PLYWOOD BACKING: Provide plywood backing over wood

rafters. Apply felt underlayment horizontally, beginning at the wall. Lap edges 4 inches and nail with one inch, zinc-coated roofing nails spaced 12” o.c and driven through tin discs.

3.04 TREATED LUMBER:

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A. Comply with AWPA M4 for applying field treatment to cut surfaces of preservative-treated lumber.

1) Use inorganic boron for items that are continuously protected from liquid water.

2) Use copper naphthenate for items not continuously protected from liquid water.

B. Where wood-preservative-treated lumber is installed adjacent to metal paneling, install continuous flexible flashing separator between wood and metal paneling.

3.05 FASTENERS:

A. Use common wire nails, unless otherwise indicated. Select fasteners of size that will not fully penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections between members. Install fasteners without splitting wood; do not countersink nail heads, unless otherwise indicated.

B. Securely attach rough carpentry work to substrate by anchoring and fastening complying with the following:

1) Table 2304.9.1, "Fastening Schedule," in ICC's International Building Code.

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06 20 13 – EXTERIOR FINISH CARPENTRY

1.01 SECTION INCLUDES: This section applies to finish

carpentry work, to repair or replace damaged or missing wood components and trim, as well as new work. Repair of existing components is preferable to replacement wherever practicable. Work includes the following:

A. WOOD TRIM REPLACEMENT: Replace-in-kind deteriorated trim discovered during prep and painting work that are beyond restoration.

1) Roof Fascia: Replace-in-kind damaged fascia boards at rakes and eaves as required. For bidding purposes, assume the following:

(a) Station Bldg. – 100 lf

(b) Boathouse Bldg. – 50 lf

(c) ATON Storage Bldg. – 50 lf

(d) Gym Bldg. – 50 lf

B. WOOD TRIM RESTORATION: Restore remaining deteriorated fascia boards discovered as required.

1.02 BIDDING ASSUMPTIONS:

A. HISTORICAL ACCURACY: Replacement of wood trim shall be in-kind, meaning the replacement components shall match existing wood species, size, profile, and other salient characteristics. Reference drawings provide some design information on member thicknesses and approximate sizes, but Contractor shall field verify these characteristics before ordering fascia boards and trim.

B. Contractor shall provide new wood components as specified.

If the existing wood species or grade of a wood building component to be replaced is not available and a substitution is required, as to result in a greater or lower cost than anticipated, the Contracting Officer may issue a contract modification.

1.03 APPLICABLE PUBLICATIONS: The publications listed below

form a part of this specification to the extent

32 | P a g e referenced. The publications are referred to in the text by the basic designation only.

A. American Wood Protection Association

AWPA 2013 AWPA Book of Standards

B. International Building Code (IBC)

C. West Coast Lumber Inspection Bureau (WCLIB)

Standard no. 17 Grading Rules for West Coast Lumber

1.04 QUALITY ASSURANCE: All framing members and structural

lumber shall conform to the grading rules of WCLIB.

PART 2 PRODUCTS

2.01 MOISTURE CONTENT and ACCLIMATIZATION OF WOOD PRODUCTS:

Maximum moisture content of wood products at time of delivery to the job site, and when installed, shall be 15 percent.