Revised_Specs_2_4_06_2017_reduced.pdf

Sage Barracks Renovation 1

Attachment 1

TECHNICAL SPECIFICATIONS

SAGE BARRACKS RENOVATION

April 6, 2017

(Revision 02)

Sage Barracks Renovation 2

TABLE OF CONTENTS

Table of Contents

SECTION 01010 - SUMMARY OF WORK

SECTION 01040 - PROJECT COORDINATION

SECTION 01060 - REGULATORY REQUIREMENTS

SECTION 01300 - SHOP DRAWINGS AND SUBMITTALS

SECTION 01430 - CONTRACTOR QUALITY CONTROL

SECTION 01511 - CONSTRUCTION FACILITIES

SECTION 01690 - WASTE MATERIALS MANAGEMENT AND RECYCLING

SECTION 01700 - PROJECT CLEAN UP

SECTION 01720 - PROJECT RECORD DOCUMENTS

SECTION 01730 - OPERATION AND MAINTENANCE DATA

SECTION 01734 - INDOOR AIR QUALITY

SECTION 01741 - MANUFACTURER’S WARRANTIES

SECTION 02010 - SITE CONDITIONS

SECTION 02016 - EXISTING UNDERGROUND STRUCTURES

SECTION 02050 - DEMOLITION/DEBRIS REMOVAL/HAZMAT ABATEMENT

SECTION 02225 - SHORING AND TRENCH SAFETY

SECTI ON 02300 - EARTHWORK

SECTION 03100 - CONCRETE FORMWORK

SECTION 03200 - CONCRETE REINFORCEMENT

SECTION 03300 - CAST-IN-PLACE CONCRETE

SECTION 05500 - METAL FABRICATIONS

SECTION 06100 - ROUGH CARPENTRY

SECTION 06200 - FINISH CARPENTRY

SECTION 07115 - BITUMINOUS DAMPPROOFING

SECTION 07190 - BUILDING PAPER

SECTION 07200 - BUILDING INSULATION

SECTION 07251 - SELF-ADHERED MEMBRANE FLASHINGS

SECTION 07400 - METAL ROOFING

SECTION 07466 - FIBER-CEMENT SIDING

SECTION 07600 - FLASHING AND SHEET METAL

SECTION 07700 - ROOF ACCESSORIES

SECTION 07900 - JOINT SEALERS

SECTION 08111 - STANDARD STEEL DOORS AND FRAMES

SECTION 08180 - METAL SCREEN AND STORM DOORS AND FRAMES

SECTION 08211 - FLUSH WOOD DOORS

Sage Barracks Renovation 3

TABLE OF CONTENTS

SECTION 08561 - VINYL WINDOWS

SECTION 08710 - DOOR HARDWARE

SECTION 08800 - GLASS AND GLAZING

SECTION 09260 - GYPSUM DRYWALL SYSTEM AND FINISHES

SECTION 09655 - RESILIENT SHEET FLOORING

SECTION 09900 - PAINTING

SECTION 09986 - SANITARY WAINSCOT PANELS

SECTION 10200 - LOUVERS AND VENTS

SECTION 10520 - FIRE-PROTECTION SPECIALTIES

SECTION 11451 - RESIDENTIAL APPLIANCES/FURNITURE

SECTION 12510 - WINDOW BLINDS

SECTION 12356 - KITCHEN CASEWORK

SECTION 15010 - GENERAL MECHANICAL REQUIREMENTS

SECTION 15400 - BUILDING PLUMBING

SECTION 15500 - HEATING, VENTILATING, AND AIR CONDITIONING

SECTION 16010 - GENERAL PROVISIONS ELECTRICAL

SECTION 16050 - BASIC ELECTRIC MATERIALS AND METHODS

SECTION 16400 - SERVICE AND DISTRIBUTION

SECTION 16510 - LIGHTING FIXTURES

Sage Barracks Renovation 4 SUMMARY OF WORK 01010

SECTION 01010 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 PROJECT DESCRIPTION

COTTONWOOD BARRACKS:

1.00 SCOPE: This item of work is not included in the contract.

SAGE BARRACKS:

1.01 SCOPE: Furnish all labor, equipment and materials required to renovate or repair facility as described in the contract documents. The work includes, but is not necessarily limited to:

• Carry out regulatory compliance requirements, abatement, demolition and disposal of the associated items as shown on the project plans for Sage Barracks Renovation, as described elsewhere in these specifications, and in the “Asbestos, Mold, & Lead-Based Paint Survey Report” prepared by Guzi-West, dated January 26, 2017, as it relates to Asbestos- Containing Materials and Lead-Based Paints/Lead Containing Surface Coatings;

• Removing existing siding; installing new house wrap, trim and siding; removing and replacing all windows and exterior doors, frames, thresholds and hardware (including garage man-door) and replacing front and rear entrance screen doors; removing and replacing fascia, rake boards and associated enclosed soffit woodwork complete;

• Furnish and install new exterior metal doors with metal frames according to section 08111.

All exterior doors and garage man-door shall have Schlage NDP53PD-RHO-626 locksets and to be keyed to match. Exterior doors color to closely match new siding or trim on building, compare adjacent barracks for color coordination. Furnish and install interior doors and frames as shown on the plans and as per section 08211. Doors to bedrooms shall be keyed separately and bathroom door to have privacy hardware. All interior replacement doors shall be stain grade and finished to closely match existing interior doors to remain.

Trim and frames to be paint grade, primed and painted. Furnish and install new screen doors according to section 08180.

• Removing existing roofing materials, vents and unused roof penetrations, patching remnant roof penetrations and replacement of damaged roof sheathing, installing new ice and snow resistant self-adhesive underlayment; installing new standing seam metal roof system;

galvanized flashing, ridge-cap and sealant; installing galvanized fascia and rake cladding;

• Removal of existing electrical system, fixtures, receptacles, switches as indicated on the contract plans.

• Remove wall in kitchen;

shanger Highlight

Sage Barracks Renovation 5 SUMMARY OF WORK 01010

• Upgrade the electrical service to the building from its current 100 amp service and circuits to a new 200 amp service and all new circuits (verify final panel location with utility company prior to setting panel and other wiring to avoid possible conflict with roof or service location) including circuits for a new heat pump, and air handling system.

Coordinate with electrical utility company for the upgraded new service and meter. If the utility company requires upgrades to their system (e.g., transformer or overhead conductor upgrades) that require fees to be paid, then notify the Contracting Officer for resolution without delay. Remove existing 2-wire electrical system throughout house.

Install 3-wire non-metallic sheathed cable electrical throughout building according to electrical plan in the drawings and in accordance with section 16010; install new 2-inch galvanized rigid steel conduit riser and weather-head through roof Gable with (3) #4/0 AWG cross-linked high heat water resistant insulated copper wire for connection with electrical utility service. Electrical work to be in accordance with section 16010.

• Coordinate telecom voice and data installation and points of connection with telephone utility, contracting officer.

• Remove and replace all baseboard throughout. Remove and replace selected interior doors and frames, including all hardware.

• Removing and replacing all drywall, tape and texture on ceilings and walls throughout;

sealing/weatherizing of exterior wall joints & cracks, removing exterior wall insulation and ceiling insulation;

• Removal of existing HVAC ducting in attic and related supply register ducting and grates;

• Prepare and submit details for ceiling joist modification to support new attic access, HVAC equipment platform, and return duct opening, and constructing government accepted details for same.

• Prepare load calculations, sizing and design for HVAC system for Government review;

installing new heat pump, air-handling, attic fan coil and controls, corresponding ductwork and exterior concrete pad for the new heat pump condenser for a complete HVAC system;

heat pump should be sized for the appropriate tonnage based on the ACCA Manual J. Heat pump system to be approved by the contracting officer prior to installation. Heat pump to be design and installed per code and manufacturer’s specifications. The intent of the government is to have the design include heat pump with a minimum efficiency rating of

12.5 EER (Energy Efficiency Ratio), 15 SEER (Seasonal Energy Efficiency Ratio) as well as a minimum of 9.0 HSPF (Heating Seasonal Performance Factor). Heat pump to have a 30,000 BTUh total cooling capacity, 9,000 BTUh latent cooling capacity and 21,000 BTUh sensible cooling capacity. The design of the HVAC system shall be in accordance with section 15500.

• Installing new R-15 faced batt insulation in walls and R-30 faced batt insulation between ceiling joists;

• Furnish and install a combination smoke alarm and carbon monoxide (CO) detector in each bedroom and at beginning of hallway near laundry room. Smoke alarm/CO Detector shall wired in series and have a 10-year lithium battery backup.

Sage Barracks Renovation 6 SUMMARY OF WORK 01010

• Furnish and install window blinds for all windows. Blinds to be 2-inch faux wood and installed per manufacturer’s instructions. Final color to be approved by the Contracting Officer. Blinds shall be in accordance with section 12510.

• Install all new interior and exterior light fixtures (with numerous additions) and their corresponding electrical components;

• Removing existing vinyl-like flooring (two layers) in kitchen, laundry and bath to subfloor;

repair subfloor and floor joists as necessary to prepare for new resilient vinyl flooring replacement;

• Construct pony wall in kitchen to support expanded counter.

• Removing of existing kitchen cabinets, counter-tops, appliances complete. Washer, dryer and water heater are to remain but can be moved around to accommodate new work.

• Install resilient vinyl flooring in kitchen, laundry and bath complete. Furnish and install resilient sheet vinyl flooring over prepared underlayment. Sheet vinyl flooring to meet specification of ASTM F 1303, Type II, Grade 1, Class A backing with a 500 psi static load limit when using ASTM F 970 and shall conform to the following fire performance specifications: (1) ASTM E 648 Critical Radiant Flux of 0.45 watts per sq. cm. or greater, Class I. (2) ASTM E 662 (Smoke Generation) Maximum Specific Optical Density of 450 or less. Follow manufacturer’s instruction for installation of vinyl flooring. Install new 4” vinyl base. Color to be selected by the contracting officer. Vinyl flooring to be in accordance with section 09655.

• Preparing and submitting for approval, final kitchen cabinet & counter-top layout and design; installing new cabinets, countertops and backsplash, install venting hood and ducting over the stove, associated roof penetrations and flashing systems, installing new galvanized steel exhaust ducting under floor for dryer and outlet through foundation with new flapped vent; Cabinets to be Merillat, or approved equal. Cabinets shall be Maple or Cherry wood with raised door shapes and stained finish. Cabinet color shall be light to medium stain color.

• Furnish and install new solid surface countertops with matching backsplash. Countertops to have 1-1/2” bullnose and drip edge. Countertop color to be patterned medium and complimentary with cabinets and flooring. Final pattern to be approved by the Contracting Officer.

• Install new kitchen double basin sink and faucet system complete. Double basin to be self-rimming 18 ga stainless 8 inch deep double kitchen sink & single handle kitchen faucet with sprayer. Provide Watts Series 2-8-3H cast brass strainers or approved equal. Tie into the existing hot/cold water piping and waste piping in the adjoining wall. Use new hard copper water pipe and brass ¼ turn faucet shut-off valves. New drain piping and P-traps can be plastic. Connect faucet using new braided stainless steel hoses. Install sink waste vent per code for future connection with garbage disposal. Relocate existing plumbing to accommodate new sink as applicable. Install contractor furnished range hood equal to

Sage Barracks Renovation 7 SUMMARY OF WORK 01010

Merillat wall hood classic chimney or approved equal series complete with wiring, light, fan, galv steel ducting and rain cap. Plumbing to be in accordance with section 15400.

• Bathroom work includes cleaning, sand, patch, prime existing painted walls and joints to prepare for new paint. Clean existing ½-wall height vinyl-like wall covering; clean, patch, prime and paint wall area above shower surround; clean and silicone caulk shower styall joints at top, bottom and at floor joint;

• Strip/sand and re-finish oak flooring throughout with exception of kitchen, laundry and bath; install new paint grade baseboard throughout barracks;

• Prime and paint walls and paint grade woodwork throughout barracks. Ceilings and new walls shall be painted eggshell enamel and bathroom walls shall be semi-gloss. Follow manufacturer’s application instructions. Spray applications shall be back-rolled. Colors to be generally off-white and shall be selected by the contracting officer. Paint shall follow specifications in section 09900.

• Remove existing fire place stove insert and steel apron hearth. Repair and extend (or replace and/or overlay) brick-like tile of existing hearth to stabilize and to provide a uniform and resilient hearth, and meet code setback requirements;

• Furnish and Install new fire extinguisher.

• Furnish and Install new wood burning fireplace stove insert, sweep and flue system with chimney cap complete to meet code compliance A. All work shall be done in accordance with the contract documents reference plans and reports, and applicable state and local adopted building, electrical mechanical and plumbing codes.

B. The Contractor should carefully review all sections of the Specifications in order to completely understand the work and all constraints including schedule and material requirements.

C. Contractor is encouraged to proceed in an orderly and expeditious manner based on the schedule constraints shown on the plans or described in the Specifications. All work is to be constructed in strict accordance with the plans and specifications and subject to the terms and conditions of the contract.

D. Location of Work:

The work is located at the Mt Hebron Work Center in the township of Mt Hebron on Old State Highway 97. See vicinity map on project plans Title Sheet T-1.

E. Contractor’s Duties:

1. Except as specifically noted, provide and pay for:

a. Labor, materials and equipment.

b. Tools, construction equipment and machinery.

c. Water, heat, and utilities required for construction.

d. All other facilities and services necessary for proper execution and completion of work.

2. Pay legally required sales, consumer and use taxes.

Sage Barracks Renovation 8 SUMMARY OF WORK 01010

3. Conform to the requirements of all permits.

4. Secure and pay for, as necessary for proper execution and completion of the work, applicable permits and licenses.

5. Give required notices.

6. Comply with codes, ordinances, rules, regulations, orders and other legal requirements of public authorities which bear on performance of the work.

7. Promptly submit written notice to Engineer of observed variance of contract documents from legal requirements.

8. The Contractor shall obtain his own disposal site for replaced materials and other debris. Prior to the use of disposal sites the Contractor must submit a signed statement from the property owner granting permission to spoil materials and holding The U.S. Forest Service harmless from any and all damages that may result from the spoiling of materials.

9. It is the Contractor's responsibility to obtain all necessary permits and comply with same.

1.2 CONTRACT SCHEDULE

A. On-site work may not commence until a Notice to Proceed has been issued. Submittal submissions and off-site fabrication can commence following receipt of the Notice To Proceed. Contractor shall submit for approval a bar chart construction schedule not later than 15 days after receipt of the Notice To Proceed. Schedule shall 1) cover work in all specification sections, 2) include the inspections called out in section 01430, paragraph 1.02, and 3) be integrated with the Submittal Register specified in Section 01300.

1.3 UTILITIES

A. Contractor shall provide all temporary power required for construction of this work.

Restrooms are not available at the site and must be provide by the contractor.

Power and water are on the site for use by the Contractor. Power will be available up until disconnections are made. Temporary power may be required and as such will need to be coordinated with the electrical utility company and will be the responsibility of the contractor. Temporary restrooms for construction workers shall be provided by the Contractor. Contractor shall be responsible for locating and protecting above and below ground utilities in the project areas

1.4 CONTRACTOR USE OF PREMISES

A. Construction corporation yards and/or storage areas are the responsibility of the Contractor.

B. Confine operations at site to areas agreed by the Contracting Officer.

C. Do not encumber site with materials or equipment.

D. Do not load structure or roadway with weight that will endanger or render unusable any

Sage Barracks Renovation 9 SUMMARY OF WORK 01010 structures or roadways.

E. Assume full responsibility for protection and safekeeping of products stored on premises.

F. Move any stored products which interfere with operations of Owner.

G. Obtain and pay for use of additional storage of work area for operations.

H. The government will allow a project trailer and one self-contained travel trailer on-site (at

Sage Barracks) with 120V/20 amp receptacle power from Sage Barracks as available, Power cord extension shall be rated for circuit amperage and length of extension cord.

otherwise temp power arrangements to be responsibility of contractor. Alternatively, the Goosenest Ranger District has one trailer pad hookup behind the Aspen barracks through separate one-page rental agreement at the rate of $9.00/day/person (subject to change).

Service includes water, sewer, and 120V receptacle. All over-night arrangements or privileges are subject to revocation by Ranger District if abused or misused, such as accumulation of trash, loud music, parties, disruption of neighbors, and generally objectionable behavior.

I. Return all surface areas to their original condition upon completion of the work.

PART 2 - PRODUCTS

Not Used.

PART 3 – EXECUTION

Not Used.

PART 4 – MEASUREMENT AND PAYMENT

4.1 MEASUREMENT

A. Contractor shall be required to submit for approval a balanced schedule of values of sufficient detail on which to base monthly progress payments.

**END OF SECTION 01010**

PROJECT COORDINATION 01040

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SECTION 01040 - PROJECT COORDINATION

1.1 SCOPE

A. This Section specifies administrative and supervisory requirements necessary for Project coordination including, but not necessarily limited to:

1. Coordination.

2. Contractor's personnel.

3. General installation provisions.

4. Cleaning and protection.

1.2 COORDINATION

A. Coordination: Coordinate construction activities included under various Sections of these

Specifications to assure efficient and orderly installation of each part of the Work.

Coordinate construction operations included under different Sections of the Specifications that are dependent upon each other for proper installation, connection, and operation.

1. Where installation of one part of the Work is dependent on installation of other components, either before or after its own installation, schedule construction activities in the sequence required to obtain the best results.

2. Where availability of space is limited, coordinate installation of different components to assure maximum accessibility for required maintenance, service and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

B. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials.

1.3 SUBMITTALS

A. Coordination Drawings: Prepare and submit coordination Drawings where close and careful coordination is required for installation of products and materials fabricated offsite by separate entities, and where limited space availability necessitates maximum utilization of space for efficient installation of different components.

1. Indicate required installation sequences.

2. Comply with requirements contained in Section "Submittals."

PART 2 - PRODUCTS

Not Applicable

PROJECT COORDINATION 01040

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PART 3 - EXECUTION

3.1 GENERAL INSTALLATION PROVISIONS

A. Inspection of Conditions: Require the Installer of each major component to inspect both the substrate and conditions under which Work is to be performed. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner.

B. Manufacturer's Instructions: Comply with manufacturer's installation instructions and recommendations, to the extent that those instructions and recommendations are more explicit or stringent than requirements contained in Contract Documents.

C. Inspect materials or equipment immediately upon delivery and again prior to installation.

Reject damaged and defective items.

D. Provide attachment and connection devices and methods necessary for securing Work.

Secure Work true to line and level. Allow for expansion and building movement.

E. Visual Effects: Provide uniform joint widths in exposed Work. Arrange joints in exposed

Work to obtain the best visual effect. Refer questionable choices to the Contracting Officer for final decision.

F. Recheck measurements and dimensions, before starting each installation.

G. Install each component during weather conditions and Project status that will ensure the best possible results. Isolate each part of the completed construction from incompatible material as necessary to prevent deterioration.

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

I. Mounting Heights: Where mounting heights are not indicated, install individual components at standard mounting heights recognized within the industry for the particular application indicated. Refer questionable mounting height decisions to the Contracting Officer for final decision.

3.2 CLEANING AND PROTECTION

A. During handling and installation, clean and protect construction in progress and adjoining materials in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion.

B. Clean and maintain completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects.

**END OF SECTION 01040**

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REGULATORY REQUIREMENTS 01060

SECTION 01060 - REGULATORY REQUIREMENTS

1.1 SCOPE

A. This section describes the codes and standards which apply to the work in this contract.

Additional codes and standard may be cited in sections to which they apply.

1.2 CODES AND STANDARDS

A. The following codes and standards shall apply to the work in this contract:

1. California Building Code (CBC),2010 Edition with latest California Amendments

2. California Plumbing Code (CPC), 2010 Edition with latest California Amend.

3. California Mechanical Code (CMC), 2009 Edition with latest California Amend.

4. National Electrical Code (NEC), 2008 Edition

5. Americans with Disabilities Act (ADA), Architectural Barriers Act (ABA).

6. American Institute of Steel Construction (AISC) Latest Edition.

7. American Iron and Steel Institute (AISI) Latest Edition.

8. American Society for Testing and Materials (ASTM) latest edition.

9. Metal Buildings Manufacturers Association (MBMA).

10. Underwriter's Laboratories, (UL)

11. Architectural Aluminum Manufacturers Association (AMMA)

12. Steel Door Institute, Standard 100

13. American Water Works Association (AWWA)

14. National Fire Protection Association (NFPA)

15. California Fire Code (CFC) 2010 Edition

16. American Gas Association (AGA)

B. Unless otherwise specified in this contract, reference to a specific standard or specification shall mean the latest edition or amendment in effect on the date of the invitation to bid.

1.3 DEFINITIONS

A. Administrative Authority as used in the California Mechanical Code, the California

Plumbing Code and the National Electrical Code will be the Contracting Officer.

B. Building Official as used in the California Fire Code, California Building Code and the California Building Code Standards will be the Contracting Officer.

**END OF SECTION 01060**

Sage Barracks Renovation

SHOP DRAWINGS AND SUBMITTALS 01300

SECTION 01300 - SHOP DRAWINGS AND SUBMITTALS

1.1 SCOPE:

A. The term submittal means all documents required for determining conformance with the contract as indicated herein. Documents include but are not limited to Shop Drawings, Samples, Catalog Data, Installation Instructions, Certifications and Test Results.

1.2 SUBMITTALS

A. Submittals shall include all pertinent data required to understand the quality of components, dimensional relationships, integration with other materials, assembly techniques, structural aspects, color, finish, texture, and other such characteristics as may be necessary to fully describe the item and its intended use.

B. All submittals shall be transmitted to the Contracting Officer Representative using the

Contract_Transmittal.doc form attached separately to this contract.

PART 2 – PRODUCTS

3.1 SUBMITTALS

A. Submit for approval a Submittal Register in spreadsheet format listing all items required under this contract and the estimated date each item will be submitted. Include reference to the specification section and paragraph number.

B. Submittals and shop drawings shall be submitted in a timely fashion to allow 14 calendar days for review by the Government. "No work shall begin until associated shop drawings and submittals are approved".

3.2 SHOP DRAWINGS

A. Original Submittal: Two copies of all shop drawings shall be submitted for approval as required under 3.01, above, prior to fabrication, installation or order placement to allow for checking and coordination.

B. Resubmittal: When a resubmittal is required, one print so indicating will be returned to the Contractor. After revision of the original, a new reproducible and four copies shall be submitted for approval.

C. Approval: Once approved, documents shall be returned to the Contractor and shall be complied with as noted. Variation from the approved documents shall be likewise submitted and approved before being carried out.

SHOP DRAWINGS AND SUBMITTALS 01300

3.3 SAMPLES

A. Original Submittal: Two samples of each item for which samples are required, unless otherwise specified, shall be furnished for approval. Approval shall be obtained prior to delivery of the material to the project site. These samples shall be representative of the actual material proposed for use in the project and of sufficient size to demonstrate design, color, texture and finish as they will appear in the completed installation.

B. Resubmittals: All rejected samples will be returned upon request and any or all resubmittals required shall consist of two new samples.

C. Approval: Upon approval, one sample so noted will be returned and the remainder will be retained by the Contracting Officer until completion of the work. When requested, all approved samples will be returned for installation providing identity is maintained in an approved manner until final acceptance of the project.

3.4 CATALOG DATA

A. Submittals: Two copies of catalog data are required for the original submittal and each resubmittal. Catalog data shall be submitted along with shop drawings. One copy will be returned.

B. Data: Each submittal shall have all pertinent data contained therein that is applicable to the item submitted for approval.

3.5 IDENTIFICATION

A. Catalog Data: Each separate catalog brochure or page submitted shall have the identification shown. Catalog of brochures submitted containing multiple items for approval need have only cover identification. In such cases the identification shall include page and catalog item numbers.

B. In the event one or more of the multiple items are not approved in any submittal, the additional copies required will not be requested until all items are approved.

**END OF SECTION 01300**

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CONTRACTOR QUALITY CONTROL 01430

SECTION 01430 - CONTRACTOR QUALITY CONTROL

1.1 SCOPE: This work of this Section shall consist of the Contractor providing quality control to ensure compliance with the drawings, specifications, and provisions of the contract. The Contractor shall provide all personnel, equipment, tests, and reports necessary to meet the requirements of this specification. See FAR Clause 52.246-12 Inspection of Construction.

1.2 GOVERNMENT TESTING/INSPECTION: The Government may at its option monitor the testing and inspection of the Contractor and may perform additional testing/inspections to verify compliance with the contract documents. In addition to the Contractors everyday inspections the Government will perform the following inspections: foundation, rough framing/shear, rough-in; plumbing, electrical and mechanical and final inspection. Contractor shall coordinate the Government inspections with the work progress and provide a lead time of one week.

1.3 RELATED WORK: The work shall be in accordance with the following specifications.

Section 02300 Earthwork Section 03300 Cast-In-Place Concrete Section 07200 Building Insulation

1.4 MEASUREMENT AND PAYMENT: No separate measurement or payment will be made for the work of this Section.

PART 2 - PRODUCTS (Not Applicable)

3.1 RECORDS: Prepare an “Inspector’s Daily Record of Construction Operations” detailing testing/inspection results including deficiencies and corrective action taken.

Submit a copy of the daily record within one working day of the work being performed.

Maintain complete and accurate testing and inspection records and submit these with the PROJECT RECORD DOCUMENTS specified in Section 01720. The person with overall responsibility for the testing and inspection shall certify that “the information contained in these records is accurate and that all work documented herein complies with the requirements of the contract.

3.2 QUALITY CONTROL SYSTEM:

A. The Contractor shall provide and maintain a quality control system that will ensure that all services, supplies, and construction required under this contract conform to the contract requirements. The Contractor shall perform, or cause to be performed, the sampling, inspection, and testing required to ensure that all supplies, services, and construction conform to the contract requirements.

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B. Sampling, Testing and Inspection- Contractor shall provide and maintain appropriate measuring and testing devices, equipment, and supplies to accomplish the required measurement, testing, and inspection in a timely manner. Tests, measurements, and certifications shall be made as required by the drawings and specifications. The Contractor shall take samples and perform inspections and tests necessary to achieve the quality of construction required by the contract and make required measurements of work under this contract performed onsite or offsite.

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3.3 RECORDS OF INSPECTION, TESTS, AND MEASUREMENT:

A. Inspection and Tests - The Contractor shall maintain current records of all inspections and tests performed.

The following format or one containing the following information will be acceptable to the government:

Project:

Contract No.

Test Date Station Standard Results Test by (Initials)

The Contractor shall certify in writing that all inspections and tests were performed in accordance with specifications and applicable ASTM or AASHTO Standards.

3.4 CERTIFICATIONS AND MEASUREMENTS:

A. Offsite Produced Materials - The Contractor shall furnish certificates executed by the manufacturer, supplier, or vendor, stipulating that all offsite produced materials incorporated into the work meet the applicable requirements shown on the Drawings or stated in the specifications. Incidental purchases needed to remedy minor shortages of material shall be certified by the Contractor.

3.5 ACCEPTANCE: Acceptance of the quality control plan does not imply any warranty by the Government that the plan will result in consistent contract compliance. It is the Contractors responsibility to demonstrate such compliance.

**END OF SECTION 01430**

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CONSTRUCTION FACILITIES 01511

SECTION 01511 - CONSTRUCTION FACILITIES

PART 1 GENERAL

1.1 SCOPE: The work of this section includes providing all temporary facilities and controls needed for the project. The Contractor shall furnish all equipment, labor, materials and incidentals necessary to hook up, install and maintain the facilities. Such facilities include but are not limited to:

A. Sanitary facilities and construction office.

B. Directional signs, safety signs and barricades.

C. Temporary utilities such as water, electricity, natural gas and telephone service.

1.2 MEASUREMENT AND PAYMENT: No separate payment will be made for the work specified in this section. Such payment will be included in Item 01900, Mobilization.

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 SANITARY FACILITIES: The Contractor shall provide temporary sanitary facilities for all workers and maintain the facilities in a clean and sanitary state.

3.2 UTILITIES: The Contractor shall make all arrangements necessary to hook-up temporary electricity, water and telephones. Some utilities are at or adjacent to the jobsite.

3.3 REMOVAL: The Contractor shall remove temporary facilities and controls as progress of the work will permit or as directed by the Contracting Officer.

3.05 COSTS: The Contractor shall pay all fees and costs for the hook-up, installation, use, maintenance, and removal of temporary facilities and controls.

**END OF SECTION 01511**

WASTE MATERIALS AND MANAGEMENT 01690

SECTION 01690 - WASTE MATERIALS MANAGEMENT AND RECYCLING

1.1 SUMMARY

A. This Section includes salvage and recycling of the following waste materials and applies to all such listed waste materials produced during the course of this contract.

1. Concrete, Masonry, and Other Inert Fill Material: Concrete, brick, rock, clean soil not intended for other on-site use, broken up asphalt pavement containing no ABC stone, clay, concrete, or other contaminants, and other inert material.

2. Metals: Metal scrap including iron, steel, copper, brass, and aluminum.

3. Untreated Wood: Unpainted, untreated dimensional lumber, plywood, oriented strand board, masonite, particleboard, and wood shipping pallets.

4. Salvaged Materials: Reusable lumber, fixtures, and building supplies.

5. Cardboard: Clean, corrugated cardboard such as used for packaging, etc.

6. Paper: Discarded office refuse such as unwanted files, correspondence, etc.

7. Plastic Buckets: Containers for various liquid and semi-solid or viscous construction materials and compounds.

8. Beverage Containers: Aluminum, glass, and plastic containers.

9. Other Mixed Construction and Demolition Waste: Solid waste resulting solely from construction, remodeling, repair, or demolition operations on pavement, buildings, or other structures exclusive of waste materials listed herewith.

WASTE MATERIALS MANAGEMENT AND RECYCLING 01690

B. Non-Recyclable Waste: Collect and segregate non-recyclable waste for delivery to a permitted landfill site.

1. Mixed Solid Waste: Solid waste usually collected as a municipal service, exclusive of waste materials listed above.

1.2 DEFINITIONS

A. Waste Materials are defined as large and small pieces of the materials indicated which are excess to the contract requirements and generally include materials which are to be salvaged from existing construction and items of trimmings, cuttings and damaged goods resulting from new installations, which can not be effectively used in the Work.

1.3 QUALITY ASSURANCE

A. Regulatory Requirements: Comply with requirements of the State of California’s “Integrated Solid Waste Management Regulations” and applicable local ordinances and regulations. Contact Information: California Integrated Waste Management Board, 8800 Cal Center Dr. Sacramento, CA 95826 , Phone: (916) 255-2296

B. Disposal Sites, Recyclers, and Waste Materials Processors: Use only facilities properly permitted by the State of California, and by local authorities where applicable.

C. California Recycling

Information: http://www.ciwmb.ca.gov/Recycle/# WhereRecycle

1.

2. Include waste management and recycling in worker orientation. Provide on-site instruction on appropriate separation, handling, recycling, and salvaging methods to be used by all parties at the appropriate stages of the work at the site. Include waste management and recycling discussion in pre-fabrication meetings with subcontractors and fabricators. Also include discussion of waste management and recycling in regular job meetings and job safety meetings conducted during the course of work at the site.

1.4 STORAGE AND HANDLING

A. Site Storage: Remove all indicated recyclable materials from the work location to approved containers daily.

B. Position covered containers for recyclable waste materials at a designated location on the Project Site. Select a location for the recyclable materials containers separated from that of general waste and rubbish containers. Provide separate collection containers for a minimum of the following materials:

1. Untreated lumber.

2. Gypsum wallboard.

3. Paper, paper products, and cardboard.

4. Plastics.

5. Metals.

6. Glass.

7. Other salvageable materials.

C. Change out loaded containers for empty ones as demand requires, but not less than monthly.

D. Handling: Deposit all indicated recyclable materials in the containers in a clean (no mud, adhesives, solvents, petroleum contamination), debris-free condition. Do not http://www.ciwmb.ca.gov/Recycle/#WhereRecycle http://www.ciwmb.ca.gov/Recycle/#WhereRecycle deposit contaminated materials into the containers until such time as such materials have been cleaned.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION

3.1 WASTE MANAGEMENT

A. Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle waste from construction operations. Containerize and clearly label hazardous, dangerous, or unsanitary waste materials separately from other waste.

B. Source Separation: Separate, store, protect, and handle at the project site all identified recyclable and salvageable waste products to prevent contamination of materials and maximize recyclability and salvageability of materials.

C. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required.

3.2. RECYCLABLE WASTE MATERIALS HANDLING

A. General: The following paragraphs supplement handling requirements for various materials identified for classification and recycling listed in Part 1 "Summary" article above.

1. Paper: Classify and handle waste paper goods as follows:

a. Bond Paper: As generally found in the construction offices and used for specifications, correspondence, copiers, PC laser printers and FAX machines. Collect in a separate container at each workstation and deposit loose in the appropriate recycle container daily.

b. Newsprint: Newspapers and tabloid style advertising (slick finish magazines and advertising materials are not typically recyclable).

Collect in a single location and deposit daily in the appropriate recycle container.

c. Diazo Prints (drawings): Set up a single location for collection. Roll together to minimize space. Deposit daily in the appropriate recycle container.

2. Packaging materials:

a. Cardboard and paperboard cartons and boxes: Knock-down, fold flat and deposit in the appropriate recycle container.

b. Paper packing materials (separators, stiffeners, etc.) shall be placed in the same container.

c. Newsprint, used as packing (shredded or whole), shall be deposited in the recyclable container for newsprint.

d. Plastic (polystyrene peanuts and other shapes) shall be deposited in the recyclable container for plastics.

e. Metal and plastic banding materials shall be deposited in the appropriate container.

f. Metals: Cut all items to lengths and sizes to fit within the container provided, when necessary. Where there is sufficient quantity of a specific recyclable waste item (for example; salvaged metal roofing or duct work), make special arrangements for items to be bundled, banded or tied, and stack in a designated location for a special pick-

up. Coordinate all special arrangements with the Construction Quality Manager.

3. Plastics: Collect recyclable plastics (polystyrene and others specifically marked for recycling) daily from work areas and deposit in designated containers.

4. Glass: Remove waste glass products (sheet, bottles, etc.) daily from the work area and deposit in designated containers. Where glass containers are marked for separation by color or type, segregate glass accordingly. Glass containing imbedded wire (typical in some fire rated doors having glazed lights) is usually not reprocessed; verify with the Construction Quality Manager that wire glass is not recyclable.

5. Asphalt: Provide asphalt to the Government for reuse as stabilization material. Break up asphalt into small blocks. Transport and neatly stock pile at a location identified by Contracting Officer within 1 mile of construction site.

6. Concrete: Provide concrete to area concrete or gravel suppliers for use as stabilization material or for crushing.

7. Existing Chain Link Fencing: Provide chain link fencing and metal post to Government for reuse. Remove vines from fencing and roll up. Remove concrete base from poles. Transport and neatly stock pile fencing and metal poles at a location identified by Contracting Officer within 1 mile of construction site.

8. Wood Bollards: Remove wood bollards and provide to the Government for re-use. Transport and neatly stock pile at a location identified by Contracting Officer within 1 mile of construction site.

9. Trees, Limbs, and Slash:

a. Trees and Limbs Larger Than 4-inch Diameter: Cut into 4-foot lengths. Transport and neatly stock pile at a location identified by Contracting Officer within 1 mile of construction site.

b. Limbs 4-inch Diameter and Smaller, and Slash: Grind into wood chips. Transport and neatly stock pile at a location identified by Contracting Officer within 1 mile of construction site.

10. Other Items: Where recyclability classification of any given waste material is unclear, verify with the Construction Quality Manager.

**END OF SECTION 01690**

Sage Barracks Renovation 31

PROJECT CLEANUP 01700

SECTION 01700 - PROJECT CLEAN UP

1.1 DESCRIPTION

A. This section covers the disposal of excess material from clearing and grubbing, excavation, building construction, cleaning or any other operation in which waste is generated.

1.2 MEASUREMENT AND PAYMENT

A. No separate payment shall be made for work specified in this section. Compensation for this work will be considered included in the payment for the completed project.

3.01 WORKMANSHIP

A. All debris and unused material shall be removed from the site. All debris shall be disposed of off National Forest land in accordance with local regulations. Site shall be restored to as near its original condition as possible.

B. Concrete trucks shall not be washed out in the project area. Burning of material is not allowed.

C. Building shall be swept clean of all debris and dust. Windows and roof shall be cleaned of all dust and marks.

**END OF SECTION 01700**

Sage Barracks Renovation 32

PROJECT RECORD DOCUMENTS 01720

SECTION 01720 - PROJECT RECORD DOCUMENTS

PART I GENERAL

1.1 SCOPE: The work of this Section shall Include but not be limited to maintaining and preserving a complete and accurate record of all changes in the project record documents as herein specified.

1.2 PURPOSE: The purpose of the final Project Record Documents is to provide accurate information regarding all aspects of the work, both concealed and visible, to enable future modifications of the work to proceed without lengthy and expensive site investigation.

1.3 MEASUREMENT AND PAYMENT:

A. No separate measurement or payment will be made for the work specified in this section.

B. The Contracting Officer's approval of the current status of the "Job Set" of the Project Record Documents, as hereafter specified, will be a prerequisite to the Contracting Officer's approval of requests for progress payments.

C. No final payment will be made until the Contractor provides the Contracting Officer with an approved set of Final Project Record Documents as hereafter specified.

2.1 PROJECT RECORD DOCUMENTS:

A. Job Set: Upon receipt of the Notice to Proceed, secure one complete set of all documents from the Contracting Officer to be used as the "Job Set." The first set of these documents will be provided to the Contractor at no cost.

B. Final Project Record Documents: At a time nearing the completion of the project, secure one complete set of documents (if needed) from the Contracting Officer to be used as the "Final Project Record Documents." One set of these documents will be provided to the Contractor at no cost.

3.1 CHANGES OR DEVIATIONS:

A. As the work progresses keep a complete and accurate record of changes or deviations from the Contract Documents and the Shop Drawings, indicating the work as actually installed. Changes shall be neatly and correctly shown on the respective portion of the affected document with appropriate supplementary notes.

Sage Barracks Renovation 33

PROJECT RECORD DOCUMENTS 01720

B. Accuracy of the records shall be such that future search for items shown or modifications may rely on the information recorded.

C. Date all entries and note all entries by circling the area or areas affected. Use an erasable colored pencil to clearly, neatly and consistently describe the changes by graphic line and note. In the event of overlapping changes use different colored pencils. Show the vertical and horizontal location of Items concerned and show the final physical location of Items schematically shown on the Drawings.

D. All entries shall be made within 24 hours of the completion of the work involving the change or deviation.

3.2 DOCUMENT PROTECTION:

A. The Job Set of the Record Documents shall be stored in a safe location on the job site and shall be protected from deterioration, loss, or damage until the completion of the work or transfer of the recorded information to the Final Project Record Documents.

B. The Job Set of the Record Documents shall be used for the recording of changes and deviations only.

3.3 REVIEW AND SUBMITTAL:

A. The Contractor shall make the Job Set of the Record Documents available to the Contracting Officer, for his review, at all times during the progress of the work. The Contractor shall make all changes and corrections necessary to the Job Set of the record Documents as directed by the Contracting Officer. The Contractor shall transfer all recorded Information from the Job Set to the Final Project Record Documents upon completion of the work.

B. Upon completion of the work and prior to requesting final payment, the Contractor shall submit one complete set of Final Project Record Documents to the Contracting Officer. The Contractor shall make any corrections necessary to secure final approval of the Contracting Officer.

C. If the Job Set of Record Documents has been kept clean during progress of the work and upon the approval of the Contracting Officer the Job Set of Records will be accepted as the Final Project Record Documents.

D. The Contractor shall certify by endorsement thereof that the Final Project Record

Documents are complete and accurate.

E. No review or receipt of above Record Documents by the Contracting Officer shall be a waiver of any deviation from the Contract Documents or the Shop Drawings or in any way relieve the Contractor from his responsibility to perform the work In accordance with the Contract Documents or Shop Drawings.

**END OF SECTION 01720**

OPERATIONS AND MAINTENANCE DATA 01730

SECTION 01730 - OPERATION AND MAINTENANCE DATA

1.1 SCOPE: The work of this section shall include but not be limited to the compilation of data and information for each item of equipment and apparatus and furnishing this data and information in the form of Operation and Maintenance Manuals.

1.2 SUBMITTALS:

A. Submit two copies of the preliminary draft of the operation and maintenance manuals to the Contracting Officer for review and comments.

B. Unless otherwise directed in other sections of these specifications or in writing by the Contracting Officer, submit three copies of the final Operation and Maintenance Manual to the Contracting Officer prior to instructions to operation and maintenance personnel.

1.3 MEASUREMENT-AND PAYMENT:

A. No separate measurement or payment will be made for the work specified in this section.

B. No final payment will be made until the Contractor provides the Contracting Officer with three sets of the final, Contracting Officer accepted, Operation and Maintenance Manual.

PART 2, PRODUCTS

2.1 MANUAL:

A. Format:

1. Size: 8-1/2 inches x 11 inches.

2. Paper: White bond, min. 20-pound weight.

3. Text: Neatly typed.

4. Drawings: As per Contracting Officer’s directions.

5. Fly Sheets: Separate each section of manual with neatly prepared flysheets briefly describing contents of the ensuing portion.

6. Binding: Three ring binders or other Contracting Officer approved method.

7. Measurements: U.S. Standard units such as feet, inches, pounds, etc.

8. Front & Back Covers: Durable material approved by the Contracting Officer.

9. Indexing: As per Contracting Officer’s direction.

B. The Manuals shall include the following information and data (as applicable):

1. Project name, location, and address on the front cover.

2. Contractor's name, address, and phone number located inside the front cover, including his endorsement.

3. Operation and Maintenance Manual shall be printed on the front cover.

OPERATIONS AND MAINTENANCE DATA 01730

4. Contracting Officer’s approval, signature and date.

5. Complete table of contents.

6. Summary of start-up, shut-down and emergency instructions.

7. Complete operations instructions.

8. Summary of maintenance (chart form).

9. Complete maintenance instructions including lubrication and disassembly and reassembly Instructions.

10. Complete nomenclature of all parts and replacement parts for all equipment including name and address of the nearest vendor, and all other data pertinent to procurement procedures.

11. Manufacturer's bulletins, catalog cuts, model number, serial number, and all other pertinent data necessary to completely describe the item or equipment installed In this project. Clearly indicate the item concerned.

12. Include a copy of all warranties and…