S00512016-Specifications_81_pages.docx

CSI SPECIFICATION INDEX

FOR

Coconino National Forest Flagstaff Ranger District 2016 – Mt. Elden Fire Lookout Tower Environmental and Renovation Work

END OF SPECIFICATION INDEX

SUMMARY OF WORK – 01010 3

DIVISION 1 - GENERAL REQUIREMENTS

01010 – SUMMARY OF WORK

PART 1 - GENERAL

1.1 – Location

There is one (1) fire lookout tower location on the Flagstaff Ranger District where the work shall be performed within the Coconino National Forest. This location is on an administrative site, which consists of a lookout tower, toilet, and lookout quarters. The scope of work described here applies to the lookout wood framed flat roof and wood framed walls.

A) Mt. Elden Fire Lookout Tower

This location is approximately 10 miles north of Flagstaff. To get to Elden, go northwest on Highway 180, then turn north on N. Shultz Pass Road for about one mile, then turn on W. Mt. Elden Road, FSR 557 all the way to the lookout. The first four (4) miles of road is fair, but starts degrading and has several rocky areas. The last mile is very steep and rock. Four wheel drive is recommended. The mountain top is very busy with other communication companies and hikers. There is a small parking area at the base of the tower. Coordinates for the Elden fire lookout tower site are N35.241 W111.5968, and elevation is approximately 9,224 feet.

1.2 – General

1. The intent of this project is to renovate the elevated fire lookout tower cabin. The interior cabin components show lead based paint and asbestos containing materials. The work shall be set in two phases.

Phase I is demolition, which will include removal of all existing components of the cabin, including abatement and proper disposal of Lead-Based Paint (LBP) and Asbestos Containing Material (ACM) and installing new flooring, including all the joists, decking, and subfloor.

Phase II includes all of the improvements to the tower, including utilities. The renovation and utility improvements include providing and installing new walls, framing, insulation, windows, fire finder support, bookcase, direct vent wall heater, electrical, painting, and reconnections of existing lightning protection system.

All work shall be completed in accordance with project specifications and construction drawings. The work includes all labor, material, supervision, testing, and equipment necessary to perform all the operations for the work specified herein and as stated in the construction drawings.

The Contractor shall be responsible for any necessary site investigations for detailed and accurate material lists, and all field measurements necessary in order to complete the construction.

2. Attention to detail and accurate field measurements of the existing materials are the responsibility of the Contractor and will be critical for the proper reconstruction of the lookout tower cabin walls, floor, and windows.

3. The drawings which accompany this project are meant for reference and bidding purposes only. These drawings are not the original construction drawings, and although the requirements of these drawings are binding, the plans and elevations shown on them are not meant to be relied upon for construction.

1.3 – Description of Work – Mt. Elden Fire Lookout

A. General:

The tower structure is a galvanized steel framed CL-100 Series, with a catwalk on a 54-feet elevated tower. The cabin is 13’x13’ and was erected in 1977. This cabin is wood framed building with existing wooden built up roof, and wooden interior finishes. The existing roof has very minimal to no pitch. There is an existing 2’ x 2’ roof access required to provide service to Forest Service Radio System. This lookout tower is operated seasonally by the fire lookout personnel from May through October.

Elden Fire Lookout Tower

B. Environmental Work (Phase I): Specification 13281 describes the environmental work in these Specifications.

The Environmental Work (Phase I) will be followed by Renovation Work (Phase II) to complete the work in this contract. Contractor shall coordinate both phases of work to minimize any time lapse. Weather will become a major factor affecting access to site, so renovation work shall start and continue until access is denied. Contractor shall provide and install plywood temporarily to seal the cabin if winter shut down becomes necessary. All exposed openings shall be covered to secure the cabin and protect the floor and interior of the cabin, prior to leaving site when access is no longer available.

Specification 13281 addresses the environmental work, including building utility disconnects, testing, proper removal and disposal of the lead-based paint and asbestos containing materials, required documentation and reporting.

The cabin has been tested for ACM presence and the results are listed within Specification 13281 in Table 1.

The cabin has been tested for Lead-Based Paint and the results are provided within Specification 13281 in Table 2.

All hazardous waste shall be manifested and delivered to an appropriate landfill for disposal. TCLP analysis shall be the responsibility of the Contractor as described within these Specifications.

Existing Utilities:

There are existing utilities to be disconnected from the cabin prior to the removal and disposal of cabin components. Most of the work is described in detail in Specification 13281.

There is electricity available at this site. Contractor is responsible for providing their own connection to source of power.

There is no water available at this site. Contractor is responsible for providing their own source of water.

There is no sanitary services available at this site. Contractor is responsible for providing their own porta potty.

Due to public use of a trail to this lookout, the Contractor shall ensure the safety of the public at all times and shall provide adequate warnings of environmental and safety hazards.

There are existing Forest Service Radio antennas mounted to three corners of the cabin and penetrate through the roof. These antennas provide communication services and needs to remain active throughout the reconstruction. If maintenance is necessary by our technicians/specialists, contractor will be notified to coordinate the access with the technician.

SUMMARY OF WORK – 01010 9

Phase II – Renovation Work

New construction shall follow the Coconino County Design Criteria to meet local climatic and geographic conditions. All new installations shall meet the county’s criteria where there is a building site at an elevation of 8,000 feet or more above sea level.

a) Reconstruct the walls. Provide and install all new wood framing, crib walls, anchor supports, blocking, insulation, window framing, headers, sills, new interior wall finishes, and exterior wall siding. Provide and install all components of the new interior / exterior wall finishes per all applicable manufacturer’s instructions.

b) Provide and install all new windows per manufacturer’s instructions. All windows shall be double paned, safety glass, tempered, and matching the existing styles.

c) Provide and install new thermoplastic polyolefin (TPO) roof to replace existing. New roof shall include a new 36” x 30” lockable roof access. New roof membrane shall be fully adhered system to be installed per manufacturer’s recommendations to receive the warranty coverage.

d) Provide and install new electrical system from the main entrance panel to distribution up to tower. Full description of new system is mentioned in these specifications.

e) The existing Forest Service Radio system shall be protected from all construction activities. The existing antennas are attached to the building and temporary connectors shall be set securely to keep the radio system active.

f) Contractor shall reconstruct the fire finder support box with the same dimensions, shelves, and attached hinged platforms. New reconstructed fire finder standing platform support shall be reinstalled when construction is near completion. Contractor shall be responsible for obtaining exact dimensions including any attached hinged platforms, cabinets, and all related accessories. Contractor is responsible for accurately recording and documenting the location of the fire finder support to be able to attach to its exact location.

g) Provide and install new interior furnishings, including base cabinets, countertop, back splash, wooden desk, and bookshelf.

h) Provide and install new cork tile finish flooring and all recommended underlayments, moisture barrier, and any necessary accessories per manufacturer’s recommendations.

i) Prepare and paint interior surfaces of all unfinished wood components to receive new coatings prior to any applications.

j) Provide and install new in-wall heater as recommended by manufacturer.

k) Provide and install two galvanized, heavy duty, commercial, slide bolts onto existing door to lock the catwalk hatch access from above on the catwalk.

l) Install the government supplied webcam to be mounted on the underside of the existing catwalk. The catwalk shall be modified to be able to provide access to the webcam. A lockable, hinged platform will be fabricated with neat trim over cut edges with concealed hidden pulls to lift the webcam and its housing. Modification to catwalk shall be sized to provide easy maintenance and safe access to webcam.

m) Provide and install TCP/IP connection from existing, available source. Evaluate and test all factors, including bandwith, bitrate, for live streaming of new webcam. Webcam to be mounted to underside of Mt. Elden Lookout Tower catwalk. Elevation difference is approximately 54-feet. Connection should be “always on” with Connection Capacity of 1Mbps uplink or greater. After evaluation, provide and install appropriate interface, fiber connection, routing, and all necessary equipment to provide quality streaming.

n) Evaluate the telephone system and make repairs as necessary to make it fully functional.

o) Provide and install new hurricane accordion shutters per manufacturer’s recommendations on the exterior side of the cabin. Shutters shall protect each of the windows and be capable of being locked with a Forest Service padlock. Provide and install new blinds over each of the windows.

1.4 – Examination of Sites

A. Bidders are encouraged to visit the site, compare the drawings and specifications with any work in place, and inform themselves of all conditions, including other work, if any, being performed. Failure to visit sites will in no way relieve the successful bidder from the necessity of furnishing any materials or performing any work that may be required to complete work in accordance with drawings and specifications, without additional cost to the Government.

B. Information regarding the sites of the work provided in drawings or specifications is believed to be reasonably correct, but the Government does not warrant either the completeness or accuracy of such information, and it is the responsibility of the contractor to verify all information independently and to make other examinations of the conditions to be encountered during construction.

C. The contractor acknowledges that he/she has investigated and satisfied himself/herself as to the conditions affecting the work, including, but not restricted to, those bearing upon transportation, disposal, handling and storage of materials, availability of labor, water, electric power, roads, and conditions of the ground, the character of equipment and facilities needed prior to and during prosecution of the work. The contractor further acknowledges that he/she is satisfied as to the character, quality, and quantity of surface and subsurface materials or obstacles to be encountered insofar as this information is reasonably ascertainable from as inspection of the sites. Any failure by the contractor to acquaint himself/herself with the available information will not relieve him/her from the responsibility for estimating properly the difficulty or cost of successfully performing the work.

D. Where Contractor bases his bid upon quantities scaled from Contract Drawings, he/she shall verify true scale with the COR prior to submitting his/her bid when scale is not shown or unclear.

1.5 – Timing of Work

Phase I, Environmental Testing work can start on September 6, 2016. The start date for demolition activities can begin on October 3, 2016. No restrictions are placed on weekend work.

The time to complete the work in this contract is set to be completed by April 30, 2017.

Weather normally starts impacting the road conditions in mid-november, which can prevent access to the lookout tower sites. Access to the lookout sites during bad road conditions is prohibited due to vehicles causing resource damage. Road conditions generally improve after winter in late March – early April to allow access to the lookout tower.

All work must be completed by April 30, 2017.

If work is not completed, the remaining work shall be left in a safe condition. Contractor will be allowed to return to complete the remaining items on October 1, 2017, after lookout employee has been released from tower duties for the season.

1.6 – Government – Furnished Facilities

The site is available to the Contractor for staging and storage during the project. The site offers very limited room for staging, storage, and stay. Any damage resulting from the Contractor’s use of the sites will be repaired or replaced at the Contractor’s expense at the direction of the Contracting Officer’s Representative

Water and sanitary facilities are not available. Cell phone capability is available on mountain top. All temporary services and use areas shall be completely removed and the use areas shall be restored upon completion of use. Transportation to and from the work site for the Contractor's personnel and materials will be provided at the Contractor's expense.

1.7 – Material Sources

All materials shall be obtained from commercial sources unless noted otherwise. Materials referred to by trade name, make, or catalog number shall be regarded as establishing a standard of quality; substitutions of equal quality can be made by submitting a data sheet of the proposed substituted item to the Contracting Officer’s Representative, for approval.

1.8 – Clean up and Disposal – Non-Hazardous Waste

Waste accumulation in approved containers and material staging is allowed at the site. Disposal of waste material will be off National Forest Land and in compliance with local, state, and federal laws regarding disposal of construction waste. Before final acceptance of the project by the Government, the Contractor shall remove from Government land all waste materials and rubbish resulting from this work.

1.9 – Precautionary Measures

A. Protection of Work: The Contractor shall take precautions to protect all work during the construction period. The Contractor shall provide and maintain adequate protection during severe weather conditions to prevent damage to the work, materials, and equipment. The existing elements of the lookout tower shall remain undamaged and structurally sound during all phases of this contract. Any damage to the towers, including site access gate, or their functional elements resulting from the Contractor’s work at the sites shall be immediately repaired at no additional cost to the Government.

B. Safety: The Contractor is responsible for safeguarding employees, public, existing facilities, and forest resources from his/her operations. All operations shall comply with the requirements and restrictions of OSHA, the Arizona Occupational Safety and Health Code, and the Workman’s Compensation Board. The Contractor shall erect signs and barricades to make unguarded operations safe as required. Signs and barricades shall be maintained at night and on weekends. Precautions such as safely storing materials shall be practiced to prevent injury to others in the area.

C. Security: Security is not provided by the Government. The Contractor shall take all precautions deemed necessary to secure the worksites, improvements and equipment. This may include security fencing at the Contractor’s discretion. Lookout towers are often prone to vandalism. It is therefore recommended that the Contractor make every attempt to bar public access to the lookout tower during periods of construction inactivity such as nights and weekends.

1.10 – Applicable Codes and Standards

All work shall conform to the latest editions of the International Building Code, American Welding Society Code, American Water Works Association, National Electrical Code, and the American Institute of Steel Construction. All environmental codes, including RCRA and NESHAP, shall be adhered by the Contractor.

1.12 – Subsurface Soils and Investigations

No auger boring tests were made in the area. Under supervision of the Engineer, the Contractor shall undertake any site investigations necessary to ascertain subsurface conditions.

END OF SPECIFICATION 01010

01030 – NOXIOUS WEED CONTROL

PART 1 – GENERAL

1.1 – Description

This work consists of incorporating weed prevention and control within the project site. The Contractor shall prevent new weed infestations and the spread of existing weed infestations within the project site as specified herein.

PART 2 – PRODUCTS

All fill and/or borrow material needed to meet contract requirements shall be coordinated with the Forest Service. The Contractor shall inform the C.O.R. of the location of the purchased and/or borrowed material location. The Forest Service shall be given a minimum of 10 working days to provide time on inspecting the source of backfill for potential weed infestation. Contractor will receive a response (approval/rejection) on the intended source. The Contractor shall not bring any material on site, purchase, or haul any backfill, until approval is given by the Forest Service

PART 3 - EXECUTION

3.1 – Equipment

The Contractor shall ensure all equipment brought onto the forest is thoroughly washed/cleaned in order to remove all soil, vegetative matter, and other debris prior to entering the forest. Particular attention shall be given to the under carriage and any other surface where soil containing weed seed and propagules may exist. All equipment shall be inspected by the Forest Service. Only construction and maintenance equipment, and the equipment necessary to transport said equipment shall be allowed to operate within the project area after it has been cleaned by the Contractor and inspected by the Forest Service. All subsequent move-ins of equipment to the project area shall be treated in the same manner as the initial move-in.

The Contractor shall employ cleaning methods, approved by the Forest Service, to ensure that construction and maintenance equipment is free of noxious weeds. Equipment shall be considered free of soil, seed, and other such debris when a visual inspection does not disclose such material. Equipment or component disassembly, or the need for specialized tools, are not required.

Unless otherwise agreed, the Contractor shall give the Forest Service at least 24 hour notice when equipment is ready for inspection. Notification will include an agreed upon location where the equipment will be available for inspection by the Forest Service. Inspection will be required after every cleaning.

3.2 – General Project Work

The Contractor shall minimize soil surface disturbance wherever possible.

New infestations of noxious weeds of concern to Forest Service and identified by either Contractor or Forest Service, on the project site or on haul routes the Contractor plans to use, shall be promptly reported to the other party. Contractor and Forest Service shall agree on treatment methods to reduce or prevent the spread of hazardous, invasive, and noxious plant species when new infestations are found. A current list of hazardous, invasive, and noxious plant species is available at each Forest Service office. A copy of this list as well as the Forest Service’s Best Management Practices will be submitted to the contractor.

A Noxious Weed Summary (“standards and guides”) will be submitted to the Contractor by the Government providing information about hazardous, invasive, and noxious plant species that may be encountered at the project sites or haul roads.

B. The four main weed species in this general area are

i) Diffuse knapweed

ii) Dalmatian toadflax

iii) Scotch thistle.

iv) Musk Thistle

PART 4 – MEASUREMENT AND PAYMENT

4.1 – Measurement

There will be no separate measurement of this item.

4.2 – Payment

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

END OF SPECIFICATION 01030

NOXIOUS WEED CONTROL – 01030 11

DIVISION 1 – GENERAL REQUIREMENTS

01103 – MEASUREMENT AND PAYMENT

PART 1 - GENERAL

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 – Measurement Terms and Definitions:

Unless otherwise specified, the following terms are defined as follows:

Each. One entire unit. The quantity is the actual number of units completed and accepted.

Linear foot. As applicable, measure the work along its length from end-to-end; parallel to the base or foundation; along the top; along the front face; or along the invert. Do not measure overlaps.

Lump sum. Do not measure directly. The bid amount is complete payment for all work described in the contract and necessary to complete the work for that item. The quantity is designated as "1." Estimated quantities of lump sum work shown in the contract are approximate.

Square yard. 9 square feet. Longitudinal and transverse measurements for area computations will be made horizontally. No deductions from the area computation will be made for individual fixtures having area of 9 square feet or less.

1.3 – Units of Measurement

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

END OF SPECIFICATION 01103

MEASUREMENT AND PAYMENT – 01103 12

MOBILIZATION – 01200 24

01300 – SUBMITTALS

PART 1 - GENERAL

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 two (2) copies to the Engineer 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, including but not limited to the structural qualities, operational qualities, any modifications necessary to accomplish installation of unit, and guarantee and warranty.

D. A cost comparison between the specified and submitted item(s) with the cost reduction benefit to the government or adequate justification for a cost increase to the government.

E. 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 shall be submitted to the C.O.R.

If the specified item is to be accessible, the submittal item needs to meet current Americans with Disabilities Act Accessibility Guidelines (ADAAG) or Forest Service Accessibility Guidelines and show to be installed for accessibility on submitted drawings, not just state it is available as accessible.

Submittals will be waived if Contractor furnishes exact item used for design when manufacturer's model, size, etc. are shown in the contract.

Submittals are required per the following sections:

1. 01730 – Operations and Maintenance Data Manuals (2)

2. 06100 – Carpentry Lumber and Panel – Product Information, species, sizes, treatment, grade, stamp, and all lumber properties.

Studs, Roof Joists, Roof Rafters, Sheathing, Sill, Headers, OSB, Etc.

Design Calculation for Roof Hardware, Fasteners Roof Hatch Access Attic Ladder

3. 07210 – Building Insulation and Moisture Resistant Barrier Product Data

4. 07460 – Exterior Siding Moisture – Resistant Barrier Fiber Cement Siding Flashing Soffits, Fascia Warranty

5. 07530 – Single-Ply Membrane Thermoplastic Polyolefin (TPO) Membrane – Product Data Accessories, Flashing, Boots, Adhesives, Sheathing, Cover Board, Insulation, Termination ends Walkway Pads – Product Data Warranty

6. 08100 – Metal Door and Frame Doors – Product information for metal doors/frames, threshold, and door sweep.

Glazing – Product information

7. 08561 – New Windows & Accordion Hurricane Shutters Product Information – Horizontal Slider/Fixed Window Units Hardware, Fasteners Accordion Hurricane Shutters – Product information, installation information, color, warranty, material info, etc.

Window Blinds – Color, type of attachment, Type

8. 09652 – Flooring Product Type, Samples, Product Data, Warranty, installation information, Color, Finish

9. 09771 – Plank, Panel, Trim & Wood Molding, Interlocking Wainscot System Color – Samples, texture Product Data, including all accessories Baseboard, Molding, Trim Installation Information Warranty

10. 09900 – Painting Paint / color samples, specifications Coating – Unfinished wood trim

11. 10800 – Cabin Furniture and Accessories Base Cabinets, Countertop, Wooden Bookcase – Product Data, Color, Style, Type, Sizes, Finishes

12. 13100 – Lightning Protection System Bonding connections, conductors

13. 16403 – Electrical Distribution and Building Electrical System Main panels, subpanels, LED Fixtures, Switches, Switch plates, Smoke Alarm, Duplex Receptacles, plate covers, and all accessories – Product Data, Color, Style, Dimensions

Other required submittals include all those as specified in the referenced Forest Service Specifications for this project.

END OF SPECIFICATION 01300

SUBMITTALS – 01300 15

DIVISION 1-GENERAL REQUIREMENTS

01601 – MOBILIZATION

PART 1 – GENERAL

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 2 – PRODUCTS

None

PART 3 – EXECUTION

None

PART 4 – MEASUREMENT AND PAYMENT

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 or more other pay items under this contract as determined by the Contracting Officer. 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:

PAY ITEM DESCRIPTION PAY UNIT

01601(01) Mobilization – Reconstruction Work LS

** Other Mobilization Pay Item listed under Specification 13281

13281(01) Mobilization – Environmental Work LS

END OF SPECIFICATION 01601

MOBILIZATION – 01601 17

01620 – STORAGE AND PROTECTION

PART 1 – GENERAL

1.1 – Description This section of work covers storage and protection procedures for the products scheduled for use.

1.2 – Related Work Specified Elsewhere 01300 – Submittals

PART 2 – PRODUCTS

2.1 – Government Items to be Salvaged If any items are damaged, the Contractor shall replace at no additional cost to the Government.

a) Elden Lookout –

1) Counter/Bar Stools with glass caps

PART 3 – EXECUTION

3.1 – Manufacturer’s Recommendations Except as otherwise approved by the Engineer, determine and comply with manufacturer’s instructions on product handling, storage and protection.

3.2 – Packing Deliver products to the job site in the manufacturer’s original container, with the labels intact and legible.

1. Maintain packaged materials with seals unbroken and labels intact until time of use.

2. Promptly remove damaged material and unsuitable items from the job site, and promptly replace with material meeting the specified requirements at no additional cost to the Forest Service.

The Engineer may reject as non-complying such material and products that do not bear identification satisfactory to the Forest Service as to the manufacturer, grade, quality and other pertinent information.

All product literature, warranties and operating instructions must be intact and placed in a binder and transmitted to the Forest Service.

3.3 – Protection Protect finished surfaces, including jambs and soffits of openings used as passageways, through which equipment and materials are handled.

Provide protection for finished floor surfaces in traffic areas prior to allowing equipment and materials to be moved over such surfaces.

Maintain finished surfaces clean, unmarred and suitably protected until accepted by the Forest Service.

3.4 – Repairs and Replacements In event of damage, promptly make replacements and repairs to the approval of the Forest Service and at no additional cost to the Forest Service.

PART 4 – MEASUREMENT AND PAYMENT

4.1 – Measurement There will be no separate measurement for this section.

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

END OF SPECIFICATION 01620

STORAGE AND PROTECTION – 01620 19

01710 – CLEANING

PART 1 – GENERAL

1.1 – Description Throughout the construction period, maintain the construction site and facilities in an orderly and clean manner as described in this Section.

PART 2 – PRODUCTS

2.1 – Cleaning Materials and Equipment Provide required personnel, equipment and materials as needed to maintain the specified standard.

2.2 – Compatibility Use only the cleaning materials and equipment, which are compatible with the surface being cleaned, as recommended by the manufacturer of the cleaning material.

PART 3 – EXECUTION

3.1 – Progress Cleaning Retain stored items in an orderly arrangement allowing maximum access, not impeding traffic or drainage, and providing required protection of materials.

Do not allow accumulation of scrap, debris, waste material and other items not required for construction of this work.

At least twice each month, and more often if necessary, completely remove all scrap, debris and waste material from the job site.

Provide adequate storage for all items awaiting removal from the job site, observing requirements for fire protection and protection of the ecology.

3.2 – Site Daily, and more often if necessary, inspect the site and pick up all scrap, debris and waste material. Remove such items to the place designated for their storage.

Maintain the site in a neat and orderly condition at all times.

Clean mud and debris from roadways or highways adjacent to the project site daily.

3.3 – Structure At least weekly, inspect the structures and pick up all scrap, debris and waste material and remove them to the place designated for their storage.

“Clean” for the purpose of this paragraph shall be interpreted as meaning free from material capable of being removed by reasonable effort with a handheld broom.

3.4 – Final Cleaning Prior to completion of the work, remove from the job site all tools, surplus materials, equipment, scrap, debris and waste.

Structures:

Final cleaning of the project site shall be approved by the Forest Service prior to final acceptance of the work.

END OF SECTION 01710

CLEANING – 01710 21

DIVISION 1 – GENERAL REQUIREMENTS

OPERATIONS AND MAINTENANCE DATA – 01730 22

01730 – OPERATIONS AND MAINTENANCE DATA

01730 -

PART 1 – GENERAL

1.1 – Requirements Included

Compile product data and related information appropriate for Government's maintenance and operation of products furnished under the contract. The Contractor will warranty all parts and labor associated with the project for one year at the minimum per FAR 52.246-21.

1.2 – Related Work Specified Elsewhere

01730 - 39 01300 – Submittals

1.3 – Quality Assurance

Preparation of data shall be done by personnel:

01730 - 34 a.) Trained and experienced in maintenance and operation of described products.

01730 -b.) Familiar with requirements of this Specification.

c.) Skilled as technical writer to the extent required to communicate essential data.

1.4 – Form of Submittals

Prepare data in form of an instructional manual for use by Government's personnel.

a.) Format:

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

01730 - Paper: Manufacturer's original printed data, or neatly typewritten - no fax paper or copies thereof.

b.) Drawings:

1. Provide reinforced punched binder tab, bind in with text.

2. Fold larger drawings to size of text pages.

c.) Operating Equipment:

1. Provide flyleaf for each separate product, or each piece of operating equipment.

2. Provide indexed tabs.

3. Provide typed description of product and major component parts of equipment.

d.) Cover:

Identify each volume with typed or printed title

"OPERATING AND MAINTENANCE INSTRUCTIONS".

List: 1.) Title of Project, Year.

OPERATIONS AND MAINTENANCE DATA – 01730 23

2.) Identity of separate structure as applicable.

3.) Identity of general subject matter covered in the manual.

e.) Binders:

1) Commercial quality, three-ring binders with durable and cleanable plastic covers.

2) Maximum ring size: 1”.

3) When multiple binders are used, correlate the data into related, consistent groupings.

1.5 – Content of Manual(s) a.) Neatly typewritten table of contents for each volume, arranged in systematic order.

01730 -b.) Contractor, name of responsible principal, address and telephone number.

01730 -c.) List of each product required to be included, indexed to content of the volume.

List, with each product, name, address and telephone number of:

Subcontractor or installer.

01730 -

Warranty Certificates

Identify each product by name and other identifying symbols as set forth in Contract Documents.

Product Data: Include only those sheets which are pertinent to the specific product. Annotate each sheet to:

OPERATIONS AND MAINTENANCE DATA – 01730 28

OPERATIONS AND MAINTENANCE DATA – 01730

Clearly identify specific product or part installed.

01730 - 17

OPERATIONS AND MAINTENANCE DATA – 01730 26

Drawings: Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. Do not use project record documents or maintenance drawings. Supplement product data with drawings as necessary to clearly illustrate:

Relations of component parts of equipment and systems.

01730 - 36 Control and flow diagrams.

01730 - 23 Written Text: As required to supplement product data for the particular installation:

OPERATIONS AND MAINTENANCE DATA – 01730 24

Organize in consistent format under separate headings for different procedures.

Provide logical sequence of instructions for each procedure.

01730 -

Copy of each warranty, bond and service contract issued. Provide information sheet for Government personnel to provide the following:

Proper warranty procedures to follow in the event of failure.

Instances which might affect validity of warranties or bonds.

1.6 – Manual for Materials and Finishes

Submit two (2) copies of each manual in final form.

Content for architectural products applied materials and finishes:

Manufacturer's data, giving full information on product:

Catalog number, size, and composition.

01730 -

Instructions for care and maintenance:

Manufacturer's recommendations for types of cleaning agents and methods.

OPERATIONS AND MAINTENANCE DATA – 01730 29

Content for moisture protection and weather exposed products:

01730 - 12

OPERATIONS AND MAINTENANCE DATA – 01730

Manufacturer's data giving full information on products.

01730 - 18

Applicable standards.

Chemical composition.

Details of installation.

OPERATIONS AND MAINTENANCE DATA – 01730 27

Instructions for inspection, maintenance and repair.

01730 - 27

Additional requirements for maintenance data: Respective Sections of the Specifications.

1.7 – Manual for Equipment and Systems

Submit two (2) copies of complete manual in final form.

01730 - 27

Content (General, for all equipment and systems manuals):

01730 - 24 Description of unit and component parts:

OPERATIONS AND MAINTENANCE DATA – 01730 25

Function, normal operating characteristics and limiting conditions.

01730 -

01730 - 37 Maintenance Procedures:

Routine operations.

01730 - Guide to trouble-shooting.

Disassembly, repair and re-assembly.

Alignment, adjusting and checking.

Manufacturer's printed operating and maintenance instructions.

01730 - List of original manufacturer's spare parts, current prices and recommended quantities to be maintained in storage.

Prepare and include additional data when the need for such data becomes apparent during instruction of government personnel.

Additional requirements for operating and maintenance data required in respective sections of the specifications.

Content (For each unit of equipment and system as appropriate):

Description of unit and component parts:

OPERATIONS AND MAINTENANCE DATA – 01730 28

Start-up, break-in, routine and normal operating instructions.

01730 - 5

Original manufacturer's parts list, illustrations, assembly drawings and diagrams required for maintenance.

Predicted life of parts subject to wear.

Items recommended to be stocked as spare parts.

As-installed control diagrams by equipment manufacturer.

01730 - 5

Content (For each electrical and electronic system, as appropriate):

Circuit directories of panel boards:

Electrical service.

01730 - Controls.

Communications.

As-installed Color coded wiring diagrams

Operating Procedures:

Routine and normal operating instructions.

Sequences required.

Special operating instructions.

1.8 – Submittal Schedule

Submit two (2) copies of preliminary draft of proposed formats and outlines of contents prior to start of work.

Engineer will review draft and return one copy with comments.

Submit one (1) copy of completed data in final form at Substantial Completion of the Work for Engineer’s review.

Copy will be returned after final inspection or acceptance with comments.

Submit specified number of copies of approved data in final form at Final Inspection or acceptance.

PART 2 – PRODUCTS

OPERATIONS AND MAINTENANCE DATA – 01730 29

NONE

01730 - 14

PART 3 – EXECUTION

NONE

PART 4 – MEASUREMENT AND PAYMENT

4.1 – Measurement 01730 -

There will be no separate measurement for this section.

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

END OF SPECIFICATION – 01730

01730 - 29

DIVISION 6 – WOOD

06100 – CARPENTRY

CARPENTRY – 06100 27

1.1 – Scope

Work Included: Perform all work necessary and required for the construction of the project as indicated. Such work includes, but is not necessarily limited to, the furnishing and installation of all rough carpentry work, as SHOWN ON THE DRAWINGS and specified herein.

1.2 – Related Work Specified Elsewhere

08100 – Metal Door and Frame 08561 – Windows 09652 – Flooring 09771 – Plank, Panel, Trim, and Molding 09900 – Painting and Graffiti Protectioin

1.3 – Miscellaneous Items and the Intent of these Specifications

Carpentry work and miscellaneous items and their related components which are to be furnished and/or installed under this Section are not necessarily individually described. Rough carpentry work and miscellaneous items not mentioned or described shall be furnished and/or installed in accordance with the intent of drawings and specifications and as required to complete the work.

The intent of these specifications and the attached drawings as related to carpentry work is to describe a project to accomplish the following, where applicable:

a. Completely reconstruct each wall, including all wood intermediate framing, interior and exterior rough woodwork, wall/ceiling blocking supports, and any other framing necessary for new installations.

b. Completely redesign and reconstruct the roof structure to withstand the exterior elements. Provide all design calculations and list of materials to C.O.R for review and approval, prior to any ordering and/or construction. Design criteria for roof design shall follow the Coconino County Requirements. The roof structure shall include all joists, rafters, wood intermediate framing, blocking, deck, and any other framing necessary for roof construction.

c. Hardware and fasteners shall be compatible with existing materials so corrosion will be limited. Fastening shall comply to the International Building Code and International Residential Code.

d. Completely reconstruct the cabin subfloor, including structural lumber, sill, subfloor, and any necessary structural components.

e. Completely reconstruct the cabin doorway, including all rough framing necessary to install new metal door.

f. Completely reconstruct the walls to receive new windows, including all headers, sill and necessary rough framing for new windows.

PART 2 – PRODUCTS

2.1. Materials

All lumber shall be new, which may be seasoned, surfaced four sides (S4S). The lumber shall not exceed a moisture content of 19 percent for (A), (B), (C) and (D) below and 15 percent for all others, and shall not be less than the following grades:

A. Sill Plates - Sill plates and any other framing shall be Redwood, construction heart or better as graded by the Redwood Inspection Service or Fir, foundation grade (Pressure Treated) lumber.

B. Joists and Planks, Beams and Stringers, Posts and Timbers - Douglas Fir No. 1 and better grade, as graded by the Western Wood Products Association or West Coast Lumber Inspection Bureau, or equal, unless otherwise SHOWN ON THE DRAWINGS.

C. Light Framing – Douglas Fir, Standard and better grade, as graded by Western Wood Products Association or West Coast Lumber Inspection Bureau, or equal.

D. Pressure Treated Framing – AWPA C2 for lumber and AWPA C9 for plywood; waterborne pressure treatment, preservative retention of 0.40 pcf

E. Roof Sheathing, and Wall Sheathing – APA Rated sheathing of the span rating or panel thickness shown on the drawings and as graded by The Engineered Wood Association (formerly American Plywood Association). Use of the term "plywood" on the drawings does not exclude the use of other panels with equivalent span ratings. Roof and wall sheathing shall be selected based on manufacturer’s recommendations.

A. Oriented-Strand-Board Exterior Wall Sheathing: Exposure 1 sheathing.

B. Plywood – interior use only, APA A-D, Interior, Exposure 1, 5/8”.

C. Underlayment – APA C-C Plugged, Exterior, Group 2, 19/32”.

D. CDX plywood panels, 19/32 inches thick, shall be used for roof sheathing.

F. Trim and Fascia Boards - Exterior – Inland Cedar boards, #3 Common and better as graded by Western Wood Products Association, or equal. Where wood fascia is covered by metal fascia, wood shall be douglas fir No. 2 or better as graded by Western Wood Products Association.

G. Fiber Cement Siding – Horizontal and Vertical fiber cement siding with a wood grain texture and self aligning shiplap design, " Hardiplank", as manufactured by James Hardie Building Products, Inc. or an approved equal.

H. Exterior Finish Plywood - Soffits - Fir, exterior type, A-C, as graded by The Engineered Wood Association (formerly American Plywood Association), or equal, unless otherwise SHOWN ON THE DRAWINGS.

I. Hardware, Anchors, and Fasteners – Furnish all items of hardware, anchors, and fasteners required to complete the work. All hardware, anchor, and fasteners shall be corrosion resistant, galvanized, or stainless steel. Bolts, nuts, and washers shall be hot-dipped galvanized, conforming to ASTM-A153. Any fasteners to be used on pressure treated lumber (ACQ and CA) shall be hot dipped zinc-coated galvanized steel or stainless steel. All exposed hardware shall be vandal-resistant.

J. Framing Supports – Provide all new framing supports within the ceiling/rafter and/or wall system for new appliances, fixtures, and all new finised ceiling installations.

K. Vapor Barrier, Radiant Barrier, and Reflective Insulation – Provide and install building insulation throughout on the exterior walls of the cabin per manufacturer’s recommendation. This type of insulation is described in Specification 07212.

PART 3 – EXECUTION

3.1 – Installation Installation of carpentry and millwork shall conform to the applicable requirements of the A.W.I. "Architectural Woodwork Institute".

A. Elden Lookout – Phase I

1) Entire Floor – Provide and install all new structural wood components, including but not limited to, floor joists, subfloor, sill boards, cross members, blocking, and any necessary underlayment as required by finish floor manufacturer. The finish floor shall be installed as a floating system.

B. Elden Lookout – Phase II

1) Roof – The roof shall be removed in its entirety and reconstructed based on new calculations of the IBC and Coconino County Design Criteria. Design shall be submitted to COR prior to any construction.

2) Walls – The cabin walls will be re-constructed with stud and/or cripple walls, spaced at 12-inches on center maximum, with insulation as described in Specification 07210.

All nailing and fastening shall conform to the requirements of the International Building Code. Secure all siding and trim with corrosion resistant fasteners per the manufacturer’s instructions.

N…