Attach 01 Long Barn - Specifications.pdf

Long Barn Engine Garage Modification April 16, 2020

TOC - 1

U.S. Forest Service, Region 5, Stanislaus National Forest Long Barn Engine Garage Modification

Project Specifications

Table of Contents

Division 1 – General Requirements

01 10 00 Summary of Work 01 10 05 Applicable Codes and Standards 01 10 10 Abbreviations 01 10 20 Definitions 01 10 30 Measurement and Payment 01 20 00 Work Schedule 01 30 00 Shop Drawings and Submittals 01 41 00 Quality Control and Quantity Measurement 01 50 00 Temporary Facilities and Utilities 01 60 10 Mobilization 01 70 10 Contract Closeout and Cleanup

Division 5 – Metals

05 50 00 Metal Fabrications

Division 6 – Wood, Plastics, and Composites

06 10 00 Rough Carpentry

Division 7 – Thermal and Moisture Protection

07 21 00 Building Insulation 07 42 13 Metal Wall Panels

Division 8 – Openings

08 36 13 Sectional Overhead Doors

Division 9 – Finishes

09 21 16 Gypsum Board Assemblies 09 90 00 Painting

Division 23 – Heating, Ventilating, and Air Conditioning (HVAC)

23 05 00 Heating, Ventilating, and Air Conditioning

Division 26 – Electrical

26 00 00 Electric Basic Requirements

Summary of Work 01 10 00 - 1

Division 1 – General Section 01 10 00

Summary of Work

PART 1 - GENERAL

1.1 - Location

The project is located at the Long Barn Fire Station on Long Barn Road in Long Barn, CA.

Travel directions: From Sonora, CA, head south on Washington Street for 1.1 mi, then turn left and head east on CA Hwy 108 for 17.4 mi, the turn right and head east on Long Barn Road for 0.6 mi, then turn left to reach the project site.

1.2 – Project Work

General:

All work shall be completed in accordance with project specifications and drawings. The work includes: all labor, material, and equipment necessary to perform all the operations for the work specified.

Scope of work:

The project consists of the modification of an existing metal building by raising the roof and installing larger sectional overhead doors to accommodate the entrance of large vehicles.

The Contractor shall perform the following general scope work items on this project:

Disconnect existing utilities/lighting, expose column to roof girder connections, stabilize column connections, disconnect column connections, raise building roof, insert column risers, connect column risers to existing columns and to existing roof girders, install new interior wall extension, reconnect existing utilities/lighting, install new exterior metal siding, replace interior electrical heaters (optional bid item), and replace the overhead doors and frames. The Contractor shall also perform all incidental required work in order to complete the above work items.

The Contractor shall fabricate and install eight (8) steel column extensions in accordance with the project specifications and drawings. Prior to fabrication, shop drawings and material certification shall be submitted by the Contractor to the CO for approval.

The Contractor shall construct the structural steel framework support as shown on the drawings.

1.3 - Timing of Work

The adjacent Fire Station compound will be occupied by employees during construction. The Contractor shall take precautions to protect government and private property during construction. Work hours shall be limited to Monday – Friday, 07:00 – 17:00.

Summary of Work 01 10 00 - 2

1.4 - Government-Furnished Facilities

1. The site is available to the Contractor for staging and storage during construction.

Staging area will be approved by COR prior to use. Any damage resulting from the Contractor's use of the site will be repaired or replaced at the direction of the COR.

2. All temporary services and use areas shall be completely removed and the areas restored upon completion of use.

3. Electricity and water are available at the project site.

4. Transportation to and from the work site for the Contractor's personnel and materials will be provided at the Contractor's expense.

1.5 - Material Sources

All materials shall be obtained from a commercial source unless noted otherwise.

1.6 - Clean up and Disposal

Disposal of waste material will be off National Forest Land and in compliance with local laws regarding disposal of construction waste.

1.7 - Precautionary Measures

Protection of Work:

The Contractor shall take precautions to protect all work during the construction period and shall provide and maintain adequate protection during severe weather conditions to prevent damage to the work and the materials.

Safety:

The Contractor is responsible for safeguarding employees, public, existing facilities, and forest resources from these operations. The Contractor shall erect signs and chain-link fencing barricades as necessary to make unguarded operations safe. Signs and barricades shall be maintained at night and on weekends. Precautions such as lowering tractor blades and safely storing materials shall be practiced to prevent injury to others in the area.

Security:

No security shall be provided by the Government. The Contractor shall take all precautions deemed necessary to secure the worksite, improvements and equipment. This may include security fencing.

END OF SPECIFICATION 01 10 00

Applicable Codes and Standards 01 10 05 - 1

Section 01 10 05 Applicable Codes and Standards

1.1 – Scope

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

1.2 – Codes and Standards

The following codes and standards will apply to the work in this contract. Where no date is specified, the applicable edition will be the one in effect on the date of solicitation.

A. International Building Code (IBC) B. Uniform Plumbing Code C. NFPA 101 Life Safety Code D. National Electrical Code E. Uniform Mechanical Code F. Americans with Disabilities Act (A.D.A) / Architectural Barriers Act (A.B.A) G. American Society for Testing Materials H. American Society of Refrigeration and Air Conditioning Engineers I. International Conference of Building Officials J. Underwriters’ Laboratories K. Woodwork Institute of California’s Manual of Millwork L. Architectural Sheet Metal Manual A.I.A File No. 12-L M. Manufacturers’ Instructions N. As required by the applicable listing or testing agency O. As noted in the specifications

1.3 – Definitions

Administrative Authority as used in the Uniform Plumbing Code, Uniform Mechanical Code and the National Electrical Code will be the Contracting Officer.

Building Official as used in the International Building Code will be the Contracting Officer.

PART 2 - PRODUCTS

2.1 – General

All products and materials used in the completion of work will meet the standards and requirements of the codes and standards referenced in Section 1.2 of this Specification, unless otherwise indicated on the Drawings or in the Specifications. When more stringent requirements are called out in these specifications or on the Drawings, the more stringent requirement will take precedence over the codes and standards.

PART 3 - EXECUTION

3.1 – General

Applicable Codes and Standards 01 10 05 - 2

All work in the contract will meet the standards and requirements of the codes and standards referenced in Section 1.2 of this Specification, unless otherwise indicated on the Drawings or in the Specifications. When more stringent requirements are called out in the specifications, or on the Drawings, the more stringent requirements will take precedents over the codes and standards. This Section describes the codes and standards which apply to the work in this contract.

END OF SPECIFICATION 01 10 05

Abbreviations 01 10 10 - 1

Section 01 10 10 Abbreviations

Whenever in these specifications, or in other contract documents, the following terms, or pronouns in place of them, are used, the intent and meaning shall be interpreted as follows.

Reference to a specific standard of specification shall mean the latest edition or amendment in effect on date of invitation to bid.

1.1 - Organizations & Standards

AASHTO--American Association of State Highway and Transportation Officials ACI--American Concrete Institute AISC--American Institute of Steel Construction AISI--American Iron and Steel Institute AITC--American Institute of Timber Construction ANSI--American National Standards Institute APA--American Plywood Association API--American Petroleum Institute ASME--American Society of Mechanical Engineers ASTM--American Society for Testing and Material ATCC--American Type Culture Collection AWPA--American Wood Preservers Association AWPB--American Wood Preservers Bureau AWS--American Welding Society AWWA--American Water Works Association CFR--Code of Federal Regulations CRSI--Concrete Reinforcing Steel Institute CS--Commercial Standard issued by U.S. Department of Commerce DEMA--Diesel Engine Manufacturers Association FAR--Federal Acquisition Regulation FED SPEC. or FS-- Federal Specifications FSS--Federal Specifications and Standards GSA--General Services Administration MIL--Military Specifications MSHA--Mine Safety and Health Administration MUTCD--Manual on Uniform Traffic Control Devices NBFU--National Board of Fire Underwriters NBS--National Bureau of Standards NEMA--National Electrical Manufacturers Association NESC--National Electrical Safety Code NFPA--(Fire)--National Fire Protection Association NFPA--(Forest)--National Forest Products Association NWMA--National Woodwork Manufacturers Association OSHA--Occupational Safety and Health Administration PCA--Portland Cement Association PCI--Prestressed Concrete Institute PS--Product Standard issued by the U.S. Department of Commerce PTI--Post-Tensioning Institute RIS-Redwood Inspection Service

Abbreviations 01 10 10 - 2

SAE--Society of Automotive Engineers SF--Standard Form SSPC--Steel Structures Painting Council UL--Underwriter's Laboratories, Inc.

USASI--United States of America Standards Institute WCLIB--West Coast Lumber Inspection Bureau WWPA--Western Wood Products Association

1.2 - Pay Items & Pay Units

Aluminum . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AL.

Asphalt . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASP.

Barbed Wire . . . . . . . . . . . . . . . . . . . . . . . . . . B.W.

Bituminous Coated Corrugated Steel Pipe . . . . B.C.C.S.P. OR B.C.C.S. PIPE Bituminous Surface Treatment . . . . . . . . . . . . . . BST Cement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CEMT.

Cement Treated . . . . . . . . . . . . . . . . . . . . . . . . . CEMT.-T.

Cement Treated Base . . . . . . . . . . . . . . . . . . . . CTB Clearing & Grubbing . . . . . . . . . . . . . . . . . . . . CLEAR & GRUB Compaction . . . . . . . . . . . . . . . . . . . . . . . . . . . . CMPCT.

Concrete . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONC.

Corrugated Metal Pipe . . . . . . . . . . . . . . . . . . . CMP Corrugated Steel Pipe . . . . . . . . . . . . . . . . . . . . C.S.P.

Corrugated Steel Pipe Arch . . . . . . . . . . . . . . . . C.S.P. ARCH Cubic Yard . . . . . . . . . . . . . . . . . . . . . . . . . . . . C.Y.

Cubic Yard Mile . . . . . . . . . . . . . . . . . . . . . . . . C.Y.MI.

Diameter . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DIA.

Each . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EA.

Emulsified . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EMLSFD.

Erosion and Pollution Control . . . . . . . . . . . . . . E&P CONTROL Fabricated . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FABR.

Finish Floor Elevation . . . . . . . . . . . . . . . . . . . . F.F.E.

Foundation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FOUND.

Furnished . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FURN.

Gallon . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . GAL.

Grade . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . GR.

Height . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . HT.

High Strength . . . . . . . . . . . . . . . . . . . . . . . . . . H. STRENGTH Horizontal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . HOR.

Hour . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . HR.

Linear Foot . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.F.

Liquid . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LIQ.

Loading . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LD.

Lump Sum . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.S.

Material . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MAT'L Maximum . . . . . . . . . . . . . . . . . . . . . . . . . . . . MAX.

Method . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M.

Mile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MI.

Minimum . . . . . . . . . . . . . . . . . . . . . . . . . . . . MIN.

One Thousand Feet Board Measure . . . . . . . . . . MFBM One Thousand Gallons . . . . . . . . . . . . . . . . . . . . M.GALS.

Abbreviations 01 10 10 - 3

One Thousand Gallons Mile . . . . . . . . . . . . . . . M.GALS.MI.

One Thousand Square Feet . . . . . . . . . . . . . . . . . M.S.F.

Polyvinylchloride . . . . . . . . . . . . . . . . . . . . . . . PVC Pounds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LBS.

Reflectorized . . . . . . . . . . . . . . . . . . . . . . . . . . REFLECT.

Section . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SEC.

Square Foot . . . . . . . . . . . . . . . . . . . . . . . . . . . S.F.

Square Yard . . . . . . . . . . . . . . . . . . . . . . . . . . S.Y.

Station . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . STA.

Station Yard . . . . . . . . . . . . . . . . . . . . . . . . . . STA. YD.

Strand . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S.

Structural . . . . . . . . . . . . . . . . . . . . . . . . . . . . . STRUCT.

Structural Steel . . . . . . . . . . . . . . . . . . . . . . . . . S. STEEL Stump . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . STMP Target Value . . . . . . . . . . . . . . . . . . . . . . . . . . . TV Thickness . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TH.

Ton Mile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . T.M.

Tops and Limbs . . . . . . . . . . . . . . . . . . . . . . . . . T&L Typical . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TYP Utilization of Timber . . . . . . . . . . . . . . . . . . . . . UOT Vertical . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . VERT.

Welded Wire Fabric . . . . . . . . . . . . . . . . . . . . . . W.W.F.

White . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WH.

Width . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W.

With . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W/ Without . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W/O Woven wire . . . . . . . . . . . . . . . . . . . . . . . . . . . W.W.

Yellow . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . YE.

END OF SPECIFICATION 01 10 10

Definitions 01 10 20 - 1

Section 01 10 20 Definitions

Wherever in these specifications, or in other contract documents, the following terms, or pronouns in place of them, are used, the intent and meaning shall be interpreted as follows:

Adjustment in Contract Price. "Adjustment in contract price" shall mean "equitable adjustment" as used in the Federal Acquisition Regulations.

Arch Pipe. A culvert section, usually formed of bolted structural plates, that is an arc of a circle (usually one-half or less); that is, a bottomless culvert.

Base Course. The layer or layers of specified or selected material of designed thickness placed on a subbase or subgrade to support a surface course.

Bearings. The portion of a beam, girder, or truss that transmits the bridge superstructure load to the substructure.

Berm. Curb or dike constructed to control runoff water or traffic flow.

Change. "Change" means "Change Order" as used in the Federal Acquisition Regulations.

Clearing Limits. The limits of clearing as designated on the ground or on the drawings.

Conduit. A natural or artificial channel for carrying fluids, as water pipes, canals, and aqueducts.

Construction Slash. All vegetative material not meeting utilization standards, such as tops and limbs, timber, brush, and grubbed stumps associated with construction or reconstruction of a facility.

Contracting Officer (CO). The person with the authority to enter into, administer, and/or terminate contracts and make related determinations and findings.

Contracting Officer's Representative (COR) The Government-authorized representative designated in writing by the CO responsible for onsite administration of the contract.

Contractor. The individual, partnership, joint venture, or corporation undertaking the execution of the work under the terms of the contract and acting directly or through their agent, employees, or subcontractors.

Controlled Felling. Directing the placement of trees in felling by wedges, jacks, cable tension, or distribution of holding wood or any combinations of these which will ensure that trees are dropped into previously cleared areas, or clear of any objects that are to remain.

Culvert. A conduit or passageway under a road, trail, or other obstruction. A culvert differs from a bridge in that it is usually constructed entirely below the elevation of the traveled way.

Definitions 01 10 20 - 2

Cushion Material. Native or imported material generally placed over rocky sections of unsurfaced roads to provide a usable and maintainable traveled way.

Defect. A failure to meet a requirement with respect to a single quality characteristic.

Drawings. The documents, including plan and profile sheets, cross sections, diagrams, layouts, schematics, descriptive literature, illustrations, schedules, performance and test data, and similar materials showing details for construction of a facility.

Embankment. A structure of soil, aggregate, or rock material placed on the prepared ground surface and constructed to subgrade.

Equipment. All machinery and equipment, together with the necessary supplies for upkeep and maintenance, as well as tools and apparatus necessary for the proper construction and acceptable completion of the work.

Excess Excavation. Material from the excavation in excess of that needed for construction of designed roadways and facilities.

Forest Service. The United States of America, acting through the Forest Service, U.S.

Department of Agriculture.

Gauge. The term "gauge" when used in connection with the measurement of plates will mean the U.S. Standard Gauge, except when reference is made to the measurement of metal sheets used in the manufacture of corrugated metal, pipe, metal plate culverts and arches, and metal cribbing, then the term means the "gauge" or "thickness" specified in AASHTO M 36, M 167, M 196, and M 219, as applicable. When the term "gauge" refers to the measurement of wire, it will mean the wire gauge specified in AASHTO M 32.

Government Land. National Forest System lands, and other lands controlled or administered by the Forest Service or by other Federal agencies.

Inspector. The Government-authorized representative designated in writing by the CO or COR responsible for detailed inspection.

Job-Mix Formula. The percentage of each material in a mixture intended for a particular use.

Laboratory. A testing laboratory of the Government or any other testing laboratory approved by the Contracting Officer Representative.

Materials. Any substance specified for use in the construction of the project and its appurtenances.

Maximum Density. The highest density that can be obtained under stated conditions.

Measurement. Determining and expressing the quantities of work or materials.

Multi-Beam Girder. A precast, prestressed concrete member where the concrete deck is precast as an integral part of the member.

Neat Line. A line defining the proposed or specified limits of an excavation or structure.

Definitions 01 10 20 - 3

Nominal Dimensions or Weights. The numerical values shown on the drawings or in the specifications as measurements of material to be used in the construction.

Nominal Maximum Particle Size. The largest sieve size listed in the applicable specification upon which any material is permitted to be retained.

Overbreak. Material beyond the neat line of an excavation that is removed in the process of excavation, usually by blasting.

Pavement Structure. Subbase, base, or surface course, or combination thereof, placed on a subgrade to support the traffic load and distribute it to the roadbed.

Pipe. A culvert that is circular (round) in cross-section.

Pipe-Arch. A pipe that has been factory-deformed from a circular shape such that the width (or span) is larger than the vertical dimension (or rise).

Profile Grade. The trace of a vertical plane, as shown on the drawings, intersecting the top surface at the centerline of the proposed facility construction.

Random Sampling. Sampling at times or locations determined in advance by the use of a table of random numbers.

Reasonably Close Conformity. Unless working tolerances are specified, all work performed and materials furnished shall be in reasonably close conformity with lines, grades, cross sections, dimensions, and material requirements shown on the drawings, indicated in the specifications, or designated on the ground. "Reasonably close conformity" is compliance with reasonable and customary manufacturing and construction tolerances.

Roadway. The portion of the road within the limits of excavation and embankment, including slope rounding.

Schedule of Items. A schedule in the contract that contains a listing and description of construction items, quantities, units of measure, methods of measurement, unit price, and amount.

Second Samples. A sample taken when the initial sample indicates that the material is defective.

Sidewalk. The portion of the roadway constructed primarily for pedestrian use.

Specifications. A description of the technical requirements for a material, product, or service that includes criteria for determination whether these requirements are met.

Standard Specifications. Specifications approved for general application and repetitive use.

Subbase. The layers of specified or selected material of designed thickness placed on a subgrade to support a base course.

Definitions 01 10 20 - 4

Subgrade. The layers of roadbed that bring it up to the top surface, upon which subbase, base, or surface course is constructed. For roads without base course or surface course, that portion of roadbed prepared as the finished wearing surface.

Tackifier. Binder for vegetative mulch.

Target Value. The percentage of each material in a mixture intended for a particular use from which allowable variations are measured.

Unit of Measurement. The unit and fractions of units shown in the Schedule of Items.

Unsuitable Material. The material excavated during roadway construction that is not usable in embankment and must be disposed of or that can be used only in certain locations or for limited purposes.

END OF SPECIFICATION 01 10 20

Measurement and Payment 01 10 30 - 1

Section 01 10 30 Measurement And Payment

1.1 – Requirements:

Measurement and payment for contract work will be made only for and under those pay items included in the Schedule Of Items. All other work and materials will be considered incidental to and included in the payment of the pay items in the Schedule Of Items.

1.2 – Payment:

One (1) of the following methods of measurement for determining final payment is designated on the Schedule Of Items for each pay item.

(a) Designed Quantities (DQ). These quantities denote the final number of units to be paid for under the terms of the contract. They are based upon the original design data available prior to advertising the project. Original design data include the preliminary survey information, design assumptions, calculations, drawings, and the presentation in the contract.

Changes in the number of units of the originally contemplated work will not be made unless authorized under one (1) or more of the following conditions:

(1) As a result of changes authorized by the COR in the originally contemplated work.

Minor changes to adjust balance points, etc., will not be considered changes in quantities.

(2) As a result of the COR determining that errors exist in the original design data used to determine designed quantities, that cause a pay item to change by 15 percent.

(3) As a result of the Contractor submitting to the COR a written request showing evidence of errors in the original design data used to determine design quantities that cause a pay item total to change by 15 percent or more. The evidence must be verifiable and consist of calculations, drawings, or other data that show how the designed quantity is believed to be in error.

Final payment will be made for the designed quantities at the unit price shown in the Schedule Of Items, subject to the Variation in Quantities Provision.

(b) Actual Quantities (AQ). These quantities are determined from measurements of completed work.

(c) Lump Sum Quantities (LSQ). These quantities denote one (1) complete unit of work as required by or described in the contract, including necessary materials, equipment, and labor to complete the job. They will not be measured.

1.3 - Units of Measurement:

Payment will be by units defined and determined according to U.S. Standard measure.

END OF SPECIFICATION 01 10 30

Work Schedule 01 20 00 - 1

Section 01 20 00 Work Schedule

1.1 – Scope

This section includes the requirements for the submittal of the Contractor’s proposed work schedule for the project.

1.2 – Measurement and Payment

No separate measurement and payments will be made for this section. This work will be considered incidental to section.

PART 2 – PRODUCTS

None

PART 3 – EXECUTION

3.1 – Work Schedule

At the pre-work meeting, the Contractor will submit to the Contracting Officer for approval, a proposed work schedule for the project. The Contractor will update approved schedule as necessary when significant changes occur during the progress of the work, or when requested by the Contracting Officer.

3.2 – Submittals

One (1) copies of the written work schedule will be submitted for approval.

END OF SPECIFICATION 01 20 00

Submittals 01 30 00 - 1

Section 01 30 00 Submittals

1.1 - Requirements

It will be the Contractor's responsibility to submit all items with such promptness as to cause no delay in the work. Approvals must be obtained before starting work which involves the item. Contractor shall allow ten (10) days for processing of submittals by the Government.

Submittals may also be referred to as Shop Drawings.

1.2 - Manufacturer's Literature and Shop Drawings

Submit one (1) copy to the COR for approval on the items required herein.

Submittal specifications are to be submitted in the following format:

A. The specifications and salient qualities of the item specified in the contract.

B. The specifications and salient qualities of the submittal item.

C. A listing of the differences and a comparison between the two (2), including but not limited to the structural qualities, operational qualities, any modifications necessary to accomplish installation of unit, and guarantee and warranty.

D. Shop drawings of submitted item(s) including wiring or layout diagrams.

If there are any modifications necessary to facilitate installation, a set of drawings showing installation of specified item and a set showing how the submittal item will be installed.

If the specified item is to be ADA accessible the submittal item needs to show ADA access on submitted drawings, not just state it is available as ADA accessible.

Submittals are required, but not limited to, per the following sections:

1. Section 01 20 00 – Work Schedule

Project Schedule

2. Section 01 41 00 – Quality Control and Quantity Measurement

Designation of the On-The-Job Superintendent Quality Control Plan As-Built Drawings Certificates-of-Compliance Test Results

3. Section 05 50 00 – Metal Fabrications Material Certifications Shop Drawings Welder Certificates

4. Section 06 10 00 – Rough Carpentry

Submittals 01 30 00 - 2

Product Data Certifications

5. Section 07 21 00 – Building Insulation Product Data

6. Section 07 42 13 – Metal Wall Panels Product Data

7. Section 08 36 13 – Sectional Overhead Doors Product Data Shop Drawings Quality Assurance Certifications

8. Section 09 21 16 – Gypsum Board Assemblies Product Data Special Installation Instructions

9. Section 09 90 00 – Painting Product Data Samples

10. Section 23 05 00 – Heating, Ventilating, and Air Conditioning Unit Heater Product Data

END OF SPECIFICATION 01 30 00

Quality Control and Quality Measurement 01 41 00 - 1

Section 01 41 00 Quality Control and Quality Measurement

1.1 - Description

This work shall consist of providing quality control in conformance with the inspection of construction provisions of this contract to ensure compliance with the drawings, specifications, and provisions of the contract, and measuring the quantities of completed work in conformance with the provisions of the applicable specification. The Contractor shall provide all personnel, equipment, tests, and reports necessary to meet the requirements of this specification.

1.2 - Related Work Specified Elsewhere

General Provisions FAR 52.236-5, Material and Workmanship General Provisions FAR 52.236-6, Superintendence by the Contractor General Provisions FAR 52.246-12, Inspection of Construction

1.3 - Submittals

Submittals under this section shall be furnished to the COR. Submittals include, but are not limited to the following:

Designation of the On-The-Job Superintendent Quality Control Plan As-Built Drawings Certificates-of-Compliance Test Results

3.1 – ON-THE-JOB Superintendent

Submit a letter to the COR stating the name of the on-the-job superintendent or representative for the Contractor and the duties and authorities of the representative during work under this contract.

3.2 - Quality Control Plan

The Quality Control Plan shall consist of the following:

(1) Authorities and responsibilities of inspection and testing personnel.

(2) Experience and qualifications of inspection and testing personnel to be assigned and name and location of any (for hire) testing facility to be used.

Quality Control and Quality Measurement 01 41 00 - 2

The Contractor's proposed quality control plan for all items requiring quality control shall be submitted to the COR for review prior to the Contractor commencing work. The Contractor shall submit to the COR, in writing, any proposed changes in the approved quality control plan.

All work shall comply with local applicable codes and codes referenced in individual sections of the technical specifications.

3.3 - As-Built Drawings

The Contractor shall maintain a set of the contract drawings depicting as-built conditions.

These drawings shall be maintained in a current condition and shall be available for review.

All variations from contract drawings shall be indicated in red on the drawings. Upon completion of the contract work, as-built-drawings shall be submitted to the COR.

3.6 – Certificates-of-Compliance

Certification:

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. Earth, aggregate and concrete material shall be certified and accurately completed indicating weights, volumes, and batch times where appropriate.

3.7 – Test Results

The 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. Sampling and testing frequency for specific items shall be specified in the related section.

The Contractor shall maintain current records of all inspections and tests performed. The following information will be acceptable to the Government:

PROJECT NAME:________________________CONTRACT No._____________________

Pay Item No. Test Date Location Standard Results Test By

(Initials)

The Contractor shall engage inspection and testing agencies which are prequalified as complying with the recommendations of "Independent Laboratory Qualification" by the American Council of Independent Laboratories, and which specialize in the types of inspections and tests to be preformed.

The Contractor shall protect construction exposed by or for quality control service activities and protect repaired construction. Upon completion of inspection and testing repair damaged

Quality Control and Quality Measurement 01 41 00 - 3 construction and restore substrates and finishes to eliminate deficiencies. The Contractor is responsible for repair and protection of inspected work, whether inspection is performed by the Contractor or by the Government.

The Contractor shall certify in writing that all inspections and tests were performed in accordance with specifications.

PART 4 - MEASUREMENT AND PAYMENT

4.1 - Measurement

There will be no separate measurement for this section.

4.2 - Payment

This work is incidental to other items in the contract and direct separate item payment will not be made.

END OF SPECIFICATION 01 41 00

Temporary Facilities and Utilities 01 50 00 - 1

Section 01 50 00 Temporary Facilities and Utilities

1.1 - Scope

The work of this section includes providing all temporary facilities and controls needed for the project.

The Contractor will furnish all equipment, labor, materials, and incidentals necessary to hook-up, install and maintain the facilities. Such facilities include but are not limited to:

1. Sanitary facilities

2. Water

3. Directional signs, safety signs, and barricades

4. Temporary utilities such as water

1.2 - Safety Assurance

OSHA Complaisance: Comply with Occupational Health and Safety Requirements for Construction

(29 CFR 1926).

Hazardous Materials Compliance: For hazardous materials regulated by OSHA see 29 CFR Part 1910, Subpart Z.

1.3 - Measurement and Payment

No separate payment will be made for the work specified in this section. This work will be considered incidental to section.

3.1 - Sanitary Facilities

Contractor may use existing Government sanitary facilities after they are opened for public use. In the event that the existing Government facilities are not yet open to the public, the Contractor will provide temporary sanitary facilities for all workers and maintain the facilities in a clean and sanitary state. Temporary sanitary facilities will be provided at a rate of one seat per ten workers on site.

Contractor furnished facilities will be available for Government personnel use.

3.2 - Water

Contractor may use existing Government water facilities after they are opened for public use, to the extent of available capacity. In the event that the existing Government facilities are not yet open to the public, the Contractor will provide temporary watering equipment. Watering equipment used for dust control and finishing operations of subgrade and surface will provide uniform and controlled application of water from the driver’s position at all times.

3.3 - Operations and Storage Areas

Temporary Facilities and Utilities 01 50 00 - 2

Operation and storage areas will be restricted to the project site, as directed by the Contracting Officer and show on the Drawings.

3.4 - Costs

All fees and costs for the hook-up, installation, use, maintenance and removal of temporary facilities and controls will be paid by the Contractor.

END OF SPECIFICATION 01 90 00

Mobilization 01 60 10 - 1

Section 01 60 10 Mobilization

1.1 - Description

This work shall consist of preparatory work and operations necessary for the movement of personnel, equipment, supplies, and incidentals to the project site, and for all other work and operations that must be performed or that cause costs to be incurred prior to beginning work on the various items on the project site.

PART 4 - MEASUREMENT AND PAYMENT

4.1 - Measurement

Progress payments will be made as follows:

The Contractor can request payment for performance and payment bonds. The amount of the premium, including coinsurance and reinsurance agreements, will be paid upon receipt of evidence of full payment to the surety. When separate payment for bonding cost is made, the bonding cost will be subtracted from the total contract amount for this pay item and the balance paid in accordance with the progress payment schedule outlined below.

A. When 5 percent or more of the original contract amount is earned from other pay items, 50 percent of the amount for mobilization, or 5 percent of the original contract amount, whichever is less, will be paid.

B. When 10 percent or more of the original contract amount is earned from other pay items, 100 percent of the amount for mobilization, or 10 percent of the original contract amount, whichever is less, will be paid.

C. Upon completion of all work on the project, any unpaid amount for mobilization will be paid.

Any bonding costs in excess of the total contract amount of this pay item will be paid under one (1) or more other pay items under this contract as determined by the Contracting Officer Representative.

In no circumstance will the total amount of this contract be increased as a result of bonding costs exceeding the total contract amount of this pay item.

The total of all payments shall not exceed the original contract amount for this item.

4.2 - Payment

Payment will be made under:

Mobilization 01 60 10 - 2

PAY ITEM DESCRIPTION PAY UNIT

016010 Mobilization (Including Bonding Cost) . . . . . . . . . . . L.S.

END OF SPECIFICATION 01 60 10

Contract Closeout and Cleanup 01 70 10 - 1

Section 01 70 10 Contract Closeout and Cleanup

1.1 - Scope

This section includes the requirements covering the disposal of excess materials resulting from construction operations and the cleanup work required in areas affected by the construction.

1.2 - Measurement and Payment

No separate payment will be made for work specified in this section. This work will be considered incidental to section.

3.1 - Excess Materials and Refuse

All refuse and unused materials generated by the Contractor’s operations. This will include all drilling debris, wood, vegetative materials and the like will be dispersed evenly throughout the area. Any material deemed unsuitable for dispersement by the Contracting Officer will be disposed of off of National Forest lands in accordance with Federal, State, and local regulations, or as directed by the Contracting Officer.

3.2 - Cleanup During Construction

Cleanup will be performed by the Contractor as required to prevent accidents to personnel and protect all work in-place. Construction cleanup will consist of the removal of all dirt, trash, scrap, debris, and excess materials from any floor space or walking surface that may cause the tripping or sliding of workers, ladders or equipment.

3.3 - Final Cleanup

Immediately prior to the Contractor’s request for final inspection of the project, final cleanup will be performed. During the final inspection the Contractor and Contracting Officer will review the as-built drawings on site.

3.4 - Quality of Cleanup Site: All refuse and unused materials generated by the Contractor’s operations. This will include all drilling debris, wood, vegetative materials and the like will be dispersed evenly throughout the area. Any material deemed unsuitable for dispersement by the Contracting Officer will be disposed of off of National Forest lands in accordance with Federal, State, and local regulations, or as directed by the Contracting Officer.

END OF SPECIFICATION 01 70 10

Metal Fabrications 05 50 00 - 1

Division 5 - Metals Section 05 50 00

Metal Fabrications

1.1 SCOPE

A. This section includes the following metal fabrications:

1. Miscellaneous framing and supports, including overhead door supports.

2. Pipe bollards (if shown).

B. Related Sections: None

1.2 SUBMITTALS

A. General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections.

1. Product data for products used in miscellaneous metal fabrications, including paint products and grout.

2. Shop drawings detailing fabrication and erection of overhead door supports. Include plans, elevations, sections, and details of metal fabrications and their connections.

Show anchorage and accessory items. Provide templates for anchors and bolts specified for installation under other sections.

3. Samples representative of materials and finished products as may be requested by Contracting Officer.

4. Welder certificates signed by Contractor certifying that welders comply with requirements specified under "Quality Assurance" article.

1.3 QUALITY ASSURANCE

A. Fabricator Qualifications: Firms experienced in successfully producing metal fabrications similar to that indicated for this Project, with sufficient production capacity to produce required units without causing delay in the Work.

B. Installer Qualifications: Arrange for installation of metal fabrications specified in this section by same firm that fabricated them or other qualified installer.

C. Qualify welding processes and welding operators in accordance with AWS D1.1 "Structural Welding Code - Steel," D1.3 "Structural Welding Code - Sheet Steel", and D1.2 "Structural Welding Code - Aluminum."

1. Certify that each welder has satisfactorily passed AWS qualification tests for welding processes involved and, if pertinent, has undergone recertification.

1.4 PROJECT CONDITIONS

A. Field Measurements: Check actual locations of walls and other construction to which metal fabrications must fit, by accurate field measurements before fabrication; show recorded measurements on final shop drawings. Coordinate fabrication schedule with construction progress to avoid delay of Work.

Metal Fabrications 05 50 00 - 2

2.1 FERROUS METALS

A. Metal Surfaces, General: For metal fabrications exposed to view upon completion of the Work, provide materials selected for their surface flatness, smoothness, and freedom from surface blemishes. Do not use materials whose exposed surfaces exhibit pitting, seam marks, roller marks, rolled trade names, roughness, and, for steel sheet, variations in flatness exceeding those permitted by reference standards for stretcher-leveled sheet.

B. Steel Plates, Shapes, and Bars: ASTM A 36.

C. Steel Pipe: ASTM A 53; finish, type, and weight class as follows:

1. Galvanized finish for exterior installations and where indicated.

2. Type S, Grade B, standard weight (schedule 40), unless otherwise indicated, or another weight required by structural loads.

D. Brackets, Flanges and Anchors: Cast or formed metal of the same type material and finish as supported rails, unless otherwise indicated.

E. Welding Rods and Bare Electrodes: Select in accordance with AWS specifications for the metal alloy to be welded.

2.2 GROUT AND ANCHORING CEMENT

A. Non-shrink Nonmetallic Grout: Premixed, factory-packaged, non-staining, non-corrosive, nongaseous grout complying with CE CRD-C 621. Provide grout specifically recommended by manufacturer for interior and exterior applications of type specified in this section.

B. Erosion-Resistant Anchoring Cement: Factory-prepackaged, non-shrink, non-staining, hydraulic controlled expansion cement formulation for mixing with water at Project site to create pourable anchoring, patching, and grouting compound. Provide formulation that is resistant to erosion from water exposure without need for protection by a sealer or waterproof coating and is recommended for exterior use by manufacturer.

2.3 FASTENERS

A. General: Provide zinc-coated fasteners for exterior use or where built into exterior walls.

Select fasteners for the type, grade, and class required.

B. Bolts and Nuts: Regular hexagon head type, ASTM A 307, Grade A.

C. Lag Bolts: Square head type, FS FF-B-561.

D. Machine Screws: Cadmium plated steel, FS FF-S-92.

E. Wood Screws: Flat head carbon steel, FS FF-S-111.

F. Plain Washers: Round, carbon steel, FS FF-W-92.

G. Toggle Bolts: Tumble-wing type, FS FF-B-588, type, class, and style as required.

H. Lock Washers: Helical spring type carbon steel, FS FF-W-84.

2.4 PAINT

Metal Fabrications 05 50 00 - 3

A. Shop Primer for Ferrous Metal: Manufacturer's or fabricator's standard, fast-curing, lead-free, universal modified alkyd primer selected for good resistance to normal atmospheric corrosion, for compatibility with finish paint systems indicated, and for capability to provide a sound foundation for field-applied topcoats despite prolonged exposure complying with performance requirements of FS TT-P-645.

B. Galvanizing Repair Paint: High zinc dust content paint for re-galvanizing welds in galvanized steel, with dry film containing not less than 94 percent zinc dust by weight, and complying with DOD-P-21035 or SSPC-Paint-20.

2.5 CONCRETE FILL AND REINFORCING MATERIALS

A. Concrete Materials and Properties: Comply with requirements of Division 3 section "Concrete Work" for normal weight, ready-mix concrete with minimum 28-day compressive strength of 2,500 psi and W/C ratio of 0.65 (.45 slabs) maximum, unless higher strengths indicated.

B. Non-slip Aggregate Finish: Factory-graded, packaged material containing fused aluminum oxide grits or crushed emery as abrasive aggregate; rust-proof and non-glazing;

unaffected by freezing, moisture, or cleaning materials.

C. Reinforcing Bars: ASTM A 615, Grade 60, unless otherwise indicated.

2.6 FABRICATION, GENERAL

A. Form metal fabrications from materials of size, thickness, and shapes indicated but not less than that needed to comply with performance requirements indicated. Work to dimensions indicated or accepted on shop drawings, using proven details of fabrication and support. Use type of materials indicated or specified for various components of each metal fabrication.

B. Form exposed work true to line and level with accurate angles and surfaces and straight sharp edges.

C. Allow for thermal movement resulting from the following maximum change (range) in ambient temperature in the design, fabrication, and installation of installed metal assemblies to prevent buckling, opening up of joints, and overstressing of welds and fasteners. Base design calculations on actual surface temperatures of metals due to both solar heat gain and nighttime sky heat loss.

1. Temperature Change (Range): 100 deg F (55.5 deg C).

D. Shear and punch metals cleanly and accurately. Remove burrs.

E. Ease exposed edges to a radius of approximately 1/32 inch, unless otherwise indicated.

Form bent-metal corners to smallest radius possible without causing grain separation or otherwise impairing work.

F. Remove sharp or rough areas on exposed traffic surfaces.

G. Weld corners and seams continuously to comply with AWS recommendations and the following:

1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals.

2. Obtain fusion without undercut or overlap.

3. Remove welding flux immediately.

Metal Fabrications 05 50 00 - 4

4. At exposed connections, finish exposed welds and surfaces smooth and blended so that no roughness shows after finishing and contour of welded surface matches those adjacent.

H. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners wherever possible. Use exposed fasteners of type indicated or, if not indicated, Phillips flat-head (countersunk) screws or bolts. Locate joints where least conspicuous.

I. Provide for anchorage of type indicated; coordinate with supporting structure. Fabricate and space anchoring devices to provide adequate support for intended use.

J. Shop Assembly: Pre-assemble items in shop to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations. Use connections that maintain structural value of joined pieces. Clearly mark units for reassembly and coordinated installation.

K. Cut, reinforce, drill and tap miscellaneous metal work as indicated to receive finish hardware, screws, and similar items.

L. Fabricate joints that will be exposed to weather in a manner to exclude water, or provide weep holes where water may accumulate.

2.7 ROUGH HARDWARE

A. Furnish bent or otherwise custom fabricated bolts, plates, anchors, hangers, dowels, and other miscellaneous steel and iron shapes as required for framing and supporting woodwork, and for anchoring or securing woodwork to concrete or other structures.

Straight bolts and other stock rough hardware items are specified in Division 6 sections.

B. Fabricate items to sizes, shapes, and dimensions required. Furnish malleable-iron washers for heads and nuts which bear on wood structural connections; elsewhere, furnish steel washers.

2.8 MISCELLANEOUS FRAMING AND SUPPORTS

A. General: Provide steel framing and supports for applications indicated or which are not a part of structural steel framework, as required to complete work.

B. Fabricate units to sizes, shapes, and profiles indicated and required to receive adjacent other construction retained by framing and supports. Fabricate from structural steel shapes, plates, and steel bars of welded construction using mitered joints for field connection. Cut, drill, and tap units to receive hardware, hangers, and similar items.

1. Equip units with integrally welded anchors for casting into concrete or building into masonry. Furnish inserts if units must be installed after concrete is placed.

a. Except as otherwise indicated, space anchors 24 inches o.c. and provide minimum anchor units in the form of steel straps 1-1/4 inches wide x 1/4 inch x 8 inches long.

C. Galvanize miscellaneous framing and supports in the following locations:

1. Exterior locations.

2. Interior locations where indicated.

2.9 PIPE BOLLARDS

A. Fabricate pipe bollards from Schedule 40 steel pipe. Cap bollards with 1/4 inch minimum thickness steel base plate or threaded cap.

Metal Fabrications 05 50 00 - 5

2.10 FINISHES, GENERAL

A.