JLWC Quarters renovations Specs.docx

USDA Forest Service Kaibab National Forests Jacob Lake Work Center Quarters Renovations North Kaibab Ranger Districts

Prepared by:

Coconino and Kaibab National Forests Facilities Engineering April 2023

SECTION 011000 - SUMMARY

SECTION 011030 - MEASUREMENT AND PAYMENT

SECTION 013000 - SUBMITTALS

SECTION 016000 - PRODUCT REQUIREMENTS

SECTION 016010 – MOBILIZATION

SECTION 016200 - STORAGE AND PROTECTION

SECTION 017000 - EXECUTION REQUIREMENTS

SECTION 017100 - CLEANING

SECTION 017300 - OPERATIONS AND MAINTENANCE DATA

SECTION 024119 - SELECTIVE DEMOLITION

SECTION 061000 - CARPENTRY

SECTION 061600 - SHEATHING

SECTION 072100 - BUILDING INSULATION AND MOISTURE RESISTANT BARRIER

SECTION 074600 - EXTERIOR SIDING

SECTION 074113 - METAL ROOF PANELS

SECTION 076200 - SHEET METAL FLASHING AND TRIM

SECTION 077100 - ROOF SPECIALTIES

SECTION 077200 - ROOF ACCESSORIES

SECTION 077253 - SNOW GUARDS

SECTION 079200 - JOINT SEALANTS

SECTION 081400 - WOOD DOORS

SECTION 085610 - WINDOWS

SECTION 099000 - PAINTING AND GRAFFITI PROTECTION

SECTION 103100 - DIRECT VENT HVAC UNITS

SECTION 13281 - LEAD BASED PAINT/ASBESTOS TESTING

SECTION 264113 - LIGHTNING PROTECTION FOR STRUCTURES

SECTION 011000 - SUMMARY

PART 1 - GENERAL

1.1 PROJECT INFORMATION

A. Base Bid Locations

1. Jacob Lake Quarters buildings A, B, and C

a. Project Location: Jacob Lake Work Center, North Kaibab Ranger District

1. The project is approximately 30 miles Southeast of Fredonia. From Fredonia, Travel South on HWY 89A for 29.8 miles. Turn right onto AZ-67 S for 0.3 miles and then right onto FSR 461 and continue for 0.4 miles. Turn left and in 500 the site is on the right. Latitude: 36.7079664849 Longitude: -112.224028892

b. Owner: USDA Forest Service, Kaibab National Forest

c. The work consists of demolishing the existing metal roof and installing a new metal roof. The new roofing system shall include all the manufacturer’s compatible accessories including, but not limited to underlayment, adhesives, roof jacks, vent flashings, edge and corner components, valley components, drip flashing, etc. The work includes replacement of the existing windows, re-framing if needed, finish work, painting and new blinds. The project includes all labor, materials, and equipment necessary to perform all the operations for the work specified.

d. Option #1 work consists of replacing roof substrate as necessary.

e. Option #2 work consists of replacing the existing HVAC units.

f. Option #3 work consists of replacing the existing wood doors.

Figure 12 Jacob Lake Quarters Building A front

Figure 13 Jacob Lake Quarters Building A back

Figure 13 Jacob Lake Quarters Building B front

Figure 13 Jacob Lake Quarters Building B back

Figure 13 Jacob Lake Quarters Building C front

Figure 13 Jacob Lake Quarters Building C back

g. Background Information: Jacob Lake Quarters buildings were built in 1986 and 1987 with standing seam metal roofs.

1.2 WORK CAMPS, STAGING AND STORAGE AREAS

A. Areas for staging operations and storage of materials shall be approved by the COR. The Contractor must request in writing for approval from the COR to stage trailers on site.

1.3 INSPECTION OF WORKSITE

A. The contractor acknowledges they have taken the necessary steps to ascertain the nature and location of work and have investigated and satisfied themselves as to the general and local conditions that can affect the work or its cost. Any failure of the contractor to take the actions described and acknowledged in this paragraph will not relieve the Contractor from the responsibility of estimating properly the difficulty and cost of successfully performing the work, or for proceeding to successfully perform the work without additional expenses to the government.

1.4 CONTRACT TIME

A. Base Bid: 365 Calendar Days

1.5 WORK RESTRICTION

A. Contractor's Use of Premises: During construction, Contractor will have limited use of area indicated. Contractor's use of premises is limited only by Owner's right to perform work and as follows:

1. Forest Service will occupy premises during construction. Perform construction 8 AM to 5 PM Monday thru Friday, other than holidays), unless otherwise agreed to in advance by COR. Clean up work areas and return to usable condition at the end of each work period.

2. Driveways, Walkways, and Entrances: Keep driveways loading areas, and entrances serving premises clear and available to Forest Service’s employees, Visitors, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

B. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet (8 m) of entrances, operable windows, or outdoor-air intakes.

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

1. Security: No security shall be provided by the government. The contractor shall take all precautions deemed necessary to secure the worksite, improvements and equipment.

2. Protection of Work: The Contractor shall take precautions necessary to protect all work during the construction period and shall maintain adequate protection during severe weather conditions to prevent damage to the work or materials.

3. Safety: The Contractor is responsible for safeguarding the public, Forest Service Employees, the Contractor's employees, existing facilities, and Forest resources from contract operations. Signs, lights, barricades and other devices, as necessary, shall be erected and maintained during operations.

4. Site Feature Preservation: Work includes the protection from injury or defacement of trees and other objects. All existing site features surrounding the building shall be preserved over the duration of the project. No process or materials shall be employed in such a manner that they will introduce additional hazards into each project site.

5. Protection of Waters of the United States: Cleaning of equipment shall not be conducted in any waters of the U.S. nor shall resultant cleaning runoff, paint cans, lids, brushes, or other debris be allowed to enter waters of the U.S.

6. Follow all applicable County, State, and Federal codes and regulations

1.6 WASTE MATERIAL TO BE HAULED TO A LANDFILL

A. All demolition materials, garbage, and other refuse generated shall be removed from the project site and legally disposed off of Government property in an approved landfill.

B. The Contractor is responsible for all costs and permits associated with landfill disposal.

C. The Government is not responsible for waste material upon its departure from the project site.

PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used)

END OF SECTION 011000

SECTION 011030 - MEASUREMENT AND PAYMENT

1.1 Requirements

A. 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, labor, materials, equipment, and incidentals necessary to successfully complete the project will be considered as included in the payment for items shown. This section defines the method of measurements and basis of payment for work items listed in the Schedule of Items.

B. One of the following methods of measurement for determining final payment is DESIGNATED on the SCHEDULE OF ITEMS for each pay item.

C. When more than one class, size, type, thickness, etc. is specified in the Schedule of Items for any pay item, suffixes will be added to the item number to differentiate between the pay items.

1.2 UNITS OF MEASUREMENTS

A. Payment will be by units defined and determined according to U.S. Standard measure and by the following:

1. Lump Sum (LS): One complete unit.

2. Each (EA): One complete unit, which may consist of one or more parts.

3. Square Foot (SF): Measured on a plane parallel to the surface being measured.

1.3 METHOD OF MEASUREMENT

A. One of the following methods of measurement for determining final payment is designated on the Schedule of Items for each pay item:

1. ACTUAL QUANTITIES (AQ) - These quantities are determined from actual measurements of completed work.

2. LUMP SUM QUANTITIES (LSQ). These quantities denote one complete unit of work as required by or described in the contract, including necessary materials, equipment, and labor to complete the job. They shall not be measured.

PART 2 - PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION (NOT APPLICABLE)

END OF SECTION 011030

SECTION 013000 - SUBMITTALS

1.1 REQUIREMENTS

A. 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.

B. Submittals may also be referred to as Shop Drawings.

1.2 MANUFACTURER’S LITERATURE AND SHOP DRAWINGS

A. Submit one copy to the Contracting Officer’s Representative for approval on the items required herein.

B. Submittal specifications are to be submitted in the following format:

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

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

3. 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.

4. 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.

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

C. 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.

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

E. Submittals are required per the following sections:

1. 017000 – Execution Requirements

a. Operation and Maintenance Manuals

2. 061000 – Carpentry

a. Lumber and Panel – product information, species, sizes, treatment, grade, stamp, and All lumber properties.

b. Studs, Roof Joists, Roof rafters, sheathing, sill, headers, OSB, etc.

c. Hardware, Fasteners

3. 061600 – Sheathing

a. Product Data

4. 072100 – Building Insulation and Moisture Resistant Barrier

a. Product Data

5. 074600 – Exterior Siding

a. Moisture – Resistant Barrier

b. Fiber Cement Siding

c. Flashing

d. Soffits, Fascia

e. Warranty

6. 074113 – Metal Roof Panels

a. Product Data

b. Color Samples

c. Warranty information and documentation

7. 075423 – Thermoplastic Polyolefin (TPO) Roofing

a. Product Data

b. Color Samples

c. Shop Drawings

d. ICC-ES Evaluation Reports

e. Warranty information and documentation

8. 076200 – Sheet Metal Flashing and Trim

a. Product Data

b. Color Samples

c. Shop Drawings for Fabricated items

9. 077200 – Roof Accessories

10. 077253 – Snow Guards

a. Product Data

11. 079200 – Joint Sealants

12. 085610 – Windows

13. 099000 – Painting

14. 103100 – Fuel Fire HVAC units

a. Product – Propane Fuel, Type – Direct-Vent

b. Installation Information

c. Warranty

d. BTU Rating

e. Safety Barrier

f. Color

END OF SECTION 013000

SECTION 016000 - PRODUCT REQUIREMENTS

1.1 SECTION REQUIREMENTS

A. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent.

B. Comparable Product Requests: Submit request for consideration of each comparable product. Identify product or fabrication or installation method to be replaced.

1. Show compliance with requirements for comparable product requests.

2. COR will review the proposed product and notify Contractor of its acceptance or rejection.

C. Basis-of-Design Product Specification Submittal: Show compliance with requirements.

D. Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and loss, including theft. Comply with manufacturer's written instructions.

1. Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding of construction spaces.

2. Deliver products to Project site in manufacturer's original sealed container or packaging, complete with labels and instructions for handling, storing, unpacking, protecting, and installing.

3. Inspect products on delivery to ensure compliance with the Contract Documents and to ensure that products are undamaged and properly protected.

4. Store materials in a manner that will not endanger Project structure.

5. Store products that are subject to damage by the elements, under cover in a weathertight enclosure above ground, with ventilation adequate to prevent condensation.

E. Warranties specified in other Sections shall be in addition to, and run concurrent with, other warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on product warranties do not relieve Contractor of obligations under requirements of the Contract Documents.

PART 2 - PRODUCTS

2.1 PRODUCT SELECTION PROCEDURES

A. Provide products that comply with the Contract Documents, are undamaged, and, unless otherwise indicated, are new at the time of installation.

1. Provide products complete with accessories, trim, finish, and other devices and components needed for a complete installation and the intended use and effect.

2. Descriptive, performance, and reference standard requirements in the Specifications establish salient characteristics of products.

B. Where Specifications include the phrase "as selected by COR from manufacturer's full range" or similar phrase, select a product that complies with requirements. COR will select color, gloss, pattern, density, or texture from manufacturer's product line that includes both standard and premium items.

2.2 COMPARABLE PRODUCTS

A. COR will consider Contractor's request for comparable product when the following conditions are satisfied:

1. Evidence that the proposed product does not require revisions to the Contract Documents, that it is consistent with the Contract Documents and will produce the indicated results, and that it is compatible with other portions of the Work.

2. Detailed comparison of significant qualities of proposed product with those named in the Specifications.

3. List of similar installations for completed projects, if requested.

4. Samples, if requested.

PART 3 - EXECUTION (Not Used)

END OF SECTION 016000

SECTION 016010 – MOBILIZATION

1.1 DESCRIPTION

A. This item is intended to compensate the Contractor for operations including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site; for payment of premiums for bonds and insurance for the project; and for any other work and operations which must be performed or costs that must be incurred incident to the initiation of meaningful work at the site and for which payment is not otherwise provided for under the contract.

PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used)

PART 4 - MEASUREMENT AND PAYMENT

4.1 DESCRIPTION

A. 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.

B. 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.

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

END OF SECTION 016010

DIVISION 1-GENERAL REQUIREMENTS

016200 – 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 None

PART 3 – EXECUTION

3.1 – Manufacturer’s Recommendations Except as otherwise approved by the COR, 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 COR may reject as non-complying such material and products that do not bear identification satisfactorily 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.

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 016200

SECTION 017000 - EXECUTION REQUIREMENTS

1.1 EXECUTION REQUIREMENTS

A. Cutting and Patching:

1. Structural Elements: When cutting and patching structural elements, notify COR of locations and details of cutting and await directions from COR before proceeding. Shore, brace, and support structural elements during cutting and patching.

2. Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended or that results in increased maintenance or decreased operational life or safety.

3. Visual Elements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch exposed construction in a manner that would, in COR's opinion, reduce the building's aesthetic qualities.

B. Manufacturer's Installation Instructions: Obtain and maintain on-site manufacturer's written recommendations and instructions for installation of products and equipment.

PART 2 - PRODUCTS

2.1 MATERIALS

A. In-Place Materials: Use materials for patching identical to in-place materials. For exposed surfaces, use materials that visually match in-place adjacent surfaces to the fullest extent possible.

B. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces.

1. Use cleaning products that comply with Green Seal's GS-37, or if GS-37 is not applicable, use products that comply with the California Code of Regulations maximum allowable VOC levels.

2.2 OPERATION AND MAINTENANCE DOCUMENTATION

A. Directory: Prepare a single, comprehensive directory of emergency, operation, and maintenance data and materials, listing items and their location to facilitate ready access to desired information.

B. Organization: Unless otherwise indicated, organize manual into separate sections for each system and subsystem, and separate sections for each piece of equipment not part of a system.

C. Organize data into three-ring binders with identification on front and spine of each binder, and envelopes for folded drawings. Include the following:

1. Manufacturer's operation and maintenance documentation.

2. Maintenance and service schedules.

3. Spare parts list and local sources of maintenance materials.

4. Copies of warranties. Include procedures to follow and required notifications for warranty claims

PART 3 - EXECUTION

3.1 EXAMINATION AND PREPARATION

A. Existing Conditions: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and location of mechanical and electrical systems, and other construction affecting the Work.

B. Before proceeding with each component of the Work, examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Notify COR if unsuitable conditions are found prior to new installation.

1. Verify compatibility with and suitability of substrates.

2. Examine roughing-in for mechanical and electrical systems.

3. Examine walls, floors, and roofs for suitable conditions.

C. Proceed with installation only after unsatisfactory conditions have been corrected.

D. Surface and Substrate Preparation: Comply with manufacturer's written recommendations for preparation of substrates to receive subsequent work.

3.2 INSTALLATION

A. Comply with manufacturer's written instructions and recommendations.

B. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy.

C. Attachment: Provide blocking and attachment plates and anchors and fasteners of adequate size and number to securely anchor each component in place. Where size and type of attachments are not indicated, verify size and type required for load conditions.

1. Mounting Heights: Where mounting heights are not indicated, mount components at heights directed by COR.

D. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connections together to form hairline joints.

E. Use products, cleaners, and installation materials that are not considered hazardous.

3.3 CUTTING AND PATCHING

A. Provide temporary support of work to be cut.

B. Protection: Protect in-place construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations.

C. Where existing services/systems are required to be removed, relocated, or abandoned, bypass such services/systems before cutting to minimize interruption to occupied areas.

D. Cutting: Cut in-place construction using methods least likely to damage elements retained or adjoining construction.

1. Cut holes and slots neatly to minimum size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use.

E. Patch with durable seams that are as invisible as possible. Provide materials and comply with installation requirements specified in other Sections.

1. Restore exposed finishes of patched areas and extend finish restoration into adjoining construction in a manner that will minimize evidence of patching and refinishing.

2. Where walls or partitions that are removed extend one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform finish, color, texture, and appearance.

3. Where patching occurs in a painted surface, prepare substrate and apply primer and intermediate paint coats appropriate for substrate over the patch, and apply final paint coat over entire unbroken surface containing the patch. Provide additional coats until patch blends with adjacent surfaces.

3.4 CLEANING

A. Clean Project site and work areas daily, including common areas. Dispose of materials lawfully.

1. Remove liquid spills promptly.

2. Where dust would impair proper execution of the Work, broom-clean or vacuum the entire work area, as appropriate.

3. Remove debris from concealed spaces before enclosing the space.

4. Remove all nails, fasteners and construction waste at end of each day.

B. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion:

1. Clean Project site, yard, and grounds, in areas disturbed by construction activities. Sweep paved areas; remove stains, spills, and foreign deposits. Rake grounds that are neither planted nor paved to a smooth, even-textured surface.

2. Sweep paved areas broom clean. Remove spills, stains, and other foreign deposits.

3. Remove labels that are not permanent.

4. Clean transparent materials, including mirrors. Remove excess glazing compounds.

5. Clean exposed finishes to a dust-free condition, free of stains, films, and foreign substances. Sweep concrete floors broom clean.

6. Vacuum carpeted surfaces and wax resilient flooring.

7. Wipe surfaces of mechanical and electrical equipment. Remove excess lubrication and foreign substances. Clean plumbing fixtures. Clean light fixtures, lamps, globes, and reflectors.

8. Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of diffusers, registers, and grills.

9. Pick up all nails and fasteners using several passes with a magnetic roller sweeper.

3.5 OPERATION AND MAINTENANCE MANUAL PREPARATION

A. Operation and Maintenance Manuals: Assemble a complete set of operation and maintenance data indicating operation and maintenance of each system, subsystem, and piece of equipment not part of a system.

B. Manufacturers' Data: Where manuals contain manufacturers' standard printed data, include only sheets pertinent to product or component installed. Mark each sheet to identify each product or component incorporated into the Work. If data include more than one item in a tabular format, identify each item using appropriate references from the Contract Documents. Identify data applicable to the Work and delete references to information not applicable.

1. Prepare supplementary text if manufacturers' standard printed data are unavailable and where the information is necessary for proper operation and maintenance of equipment or systems.

END OF SECTION 017000

DIVISION 1-GENERAL REQUIREMENTS

017100 – 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.

At all times, maintain the site in a neat, orderly condition.

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 017100

DIVISION 1 – GENERAL REQUIREMENTS

OPERATIONS AND MAINTENANCE DATA – 01730 – 21

01730 – OPERATIONS AND MAINTENANCE DATA

01730 -

PART 1 – GENERAL

1.1 – Requirements Included

01730 - 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 - 01300 – Submittals

01730 - 39

1.3 – Quality Assurance

01730 - 39 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

01730 - Prepare data in form of an instructional manual for use by Government's personnel.

a.) Format:

01730 - Size: 8-1/2" x 11".

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

b.) Drawings:

01730 -

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.

2.) Identity of separate structure as applicable.

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

01730 - 20 e.) Binders:

01730 - 20

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)

OPERATIONS AND MAINTENANCE DATA – 01730 – 19

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:

01730 - 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

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:

OPERATIONS AND MAINTENANCE DATA – 01730 26

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:

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:

OPERATIONS AND MAINTENANCE DATA – 01730 – 21

Proper warranty procedures to follow in the event of failure.

01730 - 21 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:

01730 - 21 Catalog number, size, and composition.

01730 - 21

OPERATIONS AND MAINTENANCE DATA – 01730 – 19

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 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.

01730 - 22

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:

Function, normal operating characteristics and limiting conditions.

01730 - 37 Maintenance Procedures:

01730 - Routine operations.

01730 - Guide to trouble-shooting.

Disassembly, repair and re-assembly.

Alignment, adjusting and checking.

01730 - 22 Manufacturer's printed operating and maintenance instructions.

01730 - 22 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.

OPERATIONS AND MAINTENANCE DATA – 01730 – 19

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

01730 - Circuit directories of panel boards:

01730 - 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

01730 - 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

01730 -

NONE

01730 - 14

PART 3 – EXECUTION

01730 - 23

NONE

PART 4 – MEASUREMENT AND PAYMENT

01730 - 23

4.1 – Measurement 01730 - 23 There will be no separate measurement for this section.

01730 - 24

01730 - 23 This work is incidental to other items in the contract and direct separate payment will not be made.

END OF SPECIFICATION – 017300

CLEANING – 01710 - 1

SECTION 024119 - SELECTIVE DEMOLITION

1.1 SECTION REQUIREMENTS

A. Items indicated to be removed and salvaged remain the Government’s property. Carefully detach from existing construction, in a manner to prevent damage, and store as directed by the CO. Include fasteners or brackets needed for reattachment elsewhere.

B. Forest Service Employees will occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Forest Service Employee’s operations will not be disrupted.

C. It is not expected that hazardous materials will be encountered in the Work. If hazardous materials are encountered, do not disturb; immediately notify COR, Forest Service will be responsible for determining presence. Hazardous materials will be removed by Forest Service under a separate contract.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Regulatory Requirements: Comply with EPA regulations and with hauling and disposal regulations of authorities having jurisdiction.

B. Standards: Comply with ANSI/ASSE A10.6 and NFPA 241.

PART 3 - EXECUTION

3.1 DEMOLITION

A. Remove existing roofing systems including, but not limited to; asphalt shingles, underlayment, flashings, and drip edge.

B. Salvage existing gutter systems C. Remove any unsuitable roof substrate D. Maintain services/systems indicated to remain and protect them against damage during selective demolition operations. Before proceeding with demolition, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of the building.

E. Locate, identify, shut off, disconnect, and seal or cap off indicated utility services and mechanical/electrical systems serving areas to be selectively demolished.

F. Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

G. Protect walls, ceilings, floors, and other existing finish work that are to remain.

H. Provide and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished.

I. Provide temporary weather protection to prevent water leakage and damage to structure and interior areas.

J. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction.

K. Remove demolition waste materials from Project site and legally dispose of them in an EPA-approved landfill. Do not burn demolished materials.

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

PART 4 - MEASUREMENT AND PAYMENT

A. JLWC Quarters A: lump sum for selective demolition. Payment includes all incidental work necessary to complete this item of work.

B. JLWC Quarters B: lump sum for selective demolition. Payment includes all incidental work necessary to complete this item of work.

C. JLWC Quarters C: lump sum for selective demolition. Payment includes all incidental work necessary to complete this item of work.

END OF SECTION 024119

DIVISION 6 – WOOD

061000 – CARPENTRY

CARPENTRY – 06100 – 1

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, furnishing and installing all rough carpentry work, as specified herein.

1.2 – Related Work Specified Elsewhere 08561 – Windows 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 specifications and as required to complete the work.

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

a. Reconstruct, if necessary, the entirety of each window frame, including furing to receive new standard sized windows, headers, sill and necessary rough framing for new window.

b. Hardware and fasteners shall be factory installed or provided to be installed during window installation per manufacturer’s recommendations. Fastening shall comply to the International Building Code and International Residential Code.

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.

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 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 Boards - Exterior – Douglas Fir No. 1 and better grade, as graded by the Western Wood Products Association or West Coast Lumber Inspection Bureau, or equal. Where wood trim 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. 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. 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 finished wall/ceiling installations.

3.1 – Installation

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

A. Phase II – Renovation Work

1) Windows – Provide all required standard framing including headers, beams, sills, and any applicable flashing, weatherstripping for new windows. Windows shall be standard double-paned windows.

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.

No members shall be spliced unless approved by Engineer.

All work shall be installed per manufacturer’s recommendations and to details, plumb, level, true to line, and securely anchored. Nails shall be neatly set and all wood raised in the driving of nails removed. Exterior corner joints shall be mitered.

Prepare all woodwork installed hereunder by cleaning and sanding as required to receive finishes specified in Specification 09900 - Painting & Graffiti Protection.

Hammer or toolmarks or marred surfaces and edges will not be acceptable on exposed finished surfaces, and shall be the basis for rejection of such work.

PART 4 - MEASUREMENT AND PAYMENT

4.1 – Measurement

CARPENTRY – 06100 – 23

CARPENTRY – 06100 29

END OF SPECIFICATION 061000

CARPENTRY – 06100 30

SECTION 061600 - SHEATHING

1.1 SECTION REQUIREMENTS

A. Submittals: product data.

PART 2 – PRODUCTS

A. Plywood Roof Sheathing: Min CDX 3/8” Exposure 1 sheathing or the roofing manufacturer’s required plywood roof sheathing thickness and type.

2.3 MISCELLANEOUS PRODUCTS

A. Fasteners: Size and type indicated.

1. For roof sheathing, provide fasteners with hot-dip zinc coating complying with ASTM A 153/A 153M or Type 304 stainless steel.

2. Power-Driven Fasteners: CABO NER-272.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Securely attach to substrates, complying with the following:

1. CABO NER-272 for power-driven fasteners.

2. Table 2304.9.1, "Fastening Schedule," in the IBC and Table R602.3(1), "Fastener Schedule for Structural Members."

B. Fastening Methods:

1. Wall and Roof Sheathing:

a. Nail to wood framing.

b. Screw to cold-formed metal framing.

PART 4 - MEASUREMENT AND PAYMENT

A. The quantity to be measured will be the number of 4’ x 8’sheets of plywood replaced. Payment will be for each sheet of plywood (Option #1). Payment includes all incidental work required to complete this item of work.

END OF SECTION 06160

DIVISION 7 – THERMAL AND MOISTURE PROTECTION

BUILDING INSULATION AND MOISTURE RESISTANT BARRIER – 07210 - 13

072100 – BUILDING INSULATION AND MOISTURE RESISTANT BARRIER

09900-44

PART I - GENERAL

1.01 Scope - Perform all work necessary or required to insulate all wood framed buildings as recommended by product manufacturer’s recommendations and specified herein.

1.02 Product Handling - Materials shall be packaged and properly protected during delivery to the site. Delivered materials shall be kept in safe, dry storage. Materials shall be labeled for ready identification. Labels shall include name of manufacturer, name of material, "R" value and "K" value of the product.

1.03 Measurement and Payment - No separate payment will be made for work included under this section. Payment for this work will be included in the contract unit price for the windows and heaters.

PART II - MATERIALS

2.01 Batts and Blankets - All wall insulation shall be fiberglass batt and blanket faced insulation. Thermal resistance (R) values are to follow county code specific to the location.

2.02 Building Wrap – Moisture Barrier wrap shall be installed on all exterior surfaces over the exterior APA-rated sheathing. DuPont Tyvek Commercial wrap, or an approved equal. The moisture barrier will meet ASTM E-1677 Type 1 standards.

PART III - EXECUTION

3.01 Installation

A. Installation shall not start until the construction has progressed to the point that weather conditions and remaining construction operation will not damage or wet the insulation material.

B. Exercise extreme care where an integral vapor barrier is specified to maintain the vapor barrier continuous over the entire surfaces. Repair and patch all tears in the vapor barrier.

C. Fully insulate all small areas between closely spaced framing members.

3.02…