SOW_and_drawings_33.pdf

REQUIREMENTS

PART 1 - GENERAL

ITEM 1 - DESCRIPTION OF WORK

1.1 Background:

The museum provides an orientation to historic events that unfolded at Camp Nelson in the past. Currently, the Visitor Center and Museum's 20-year-old wood siding is beginning to show signs of deterioration. Many of the existing exterior windows have also started to fail and show signs of age and need to be removed and replaced with new windows, while other windows need to be completely removed and infilled with new wall construction due to the artifact sensitive nature of their locations.

1.2 Work Covered by the Contract Documents:

A. Project Location:

6614 Danville Loop 2 Road, Nicholasville, Kentucky 40356

B. Work consists of: The work for this project consists of the renovation of the facade of the Visitor Center for the complex. The existing plywood siding has deteriorated and is due for renovation. In addition, the aluminum windows are faded and are also in need of replacement. The service and display area have two sectional overhead doors which will be replaced with two insulated coiling doors. The goal is to refresh the exterior of the building with a more historically accurate façade consisting of a cedar board and batten siding and wood windows which will better represent the Visitor Center and

Museum.

C. All work will be performed under a single contract.

D. Period of performance: Work shall be completed within approximately 130 calendar days of contract award. 40 days for shop drawings and material delivery and 90 days on site to substantial completion (POP is inclusive of 3 weather days), 7 days for final completion.

ITEM 2 - EXISTING UTILITIES

2.1 Existing Utilities: Notify Contracting Officer and utility companies of proposed locations and times for excavation.

2.2 Contractor shall be responsible for locating and preventing damage to known utilities. If damage occurs, repair utility at no additional expense to the Government. If damage occurs to an unknown utility, repair utility. An equitable adjustment will be made in accordance with the

Changes clause of the contract.

2.3 Water service shall be maintained throughout construction.

2.4 Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by

Government or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:

2.4.1 Notify Contracting Officer not less than two days in advance of proposed utility interruptions.

2.4.2 Hours for Utility Shutdowns: Shutdowns shall not exceed 2 to 3 hours. Temporary provisions will be needed by the Contractor for periods longer than stated allowance.

ITEM 3 - CONTRACTOR'S USE OF PREMISES

3.1 Conduct of Operations: At all times the contractor shall conduct his operations in conformance with the rules and regulations promulgated by the Secretary of the Interior for the National Park Service, and applicable park rules and regulations prescribed by the Park

Superintendent.

A. No signs or advertisements (except those specified herein) shall be displayed on the construction site or within the park unless approved by the Contracting Officer.

B. Smoking is not permitted within any Federal building or within 25 feet of entrances, operable windows, or outdoor air intakes.

C. Public Use of Site: Contractor shall at all times conduct operations to ensure the least inconvenience to the public.

3.2 On-site work hours: Work shall be generally performed during normal business working hours of 8 a.m. to 5 p.m., Monday through Friday, except when otherwise indicated.

A. Work on Saturdays, Sundays, Federal holidays, early morning, or at night may not be performed without prior consent from the Contracting Officer. Submit requests for work outside of the stated normal business hours to the Contracting Officer for approval at least 48 hours in advance of the work.

3.3 Contractor Use of Site:

A. General: Contractor shall have limited use of the site for construction operations.

Limit use of premises to 25 feet beyond the perimeter of the building. Do not disturb portions of Project site beyond areas in which the Work is indicated.

B. Limits: to within 25-feet on either side of the existing or proposed potable water system and components.

C. Driveways and Entrances: Keep driveways, access roads, and entrances serving premises clear and available to Government, Government's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize use of driveways and entrances.

D. Limit site disturbance to:

1. 25 feet beyond building perimeter

2. 10 feet beyond surface walkways, patios, surface parking, and utilities less than 12 inches in diameter

3. 15 feet beyond primary roadway curbs and main utility branch trenches

4. 25 feet beyond constructed areas with permeable surfaces (such as pervious paving areas, storm water detention facilities, and fields) that require additional staging areas in order to limit compaction in the constructed area.

E. Security and Protection facilities installation:

1. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects.

2. Cleaning of Equipment: The Contractor shall ensure that prior to moving on to the Project Area, all equipment, is free of soil, seeds, vegetative matter, or other debris that could contain or hold seeds. Ensure that all equipment has been pressure washed and is free of exotic species prior to start-up of operations and moving of equipment to Project Area. Equipment shall be considered free of soil, seeds, and other debris when a visual inspection does not disclose such material.

Disassembly of equipment components or specialized inspection tools are not required.

3. Tree and Plant Protection: Provide Tree Protection fence at drip line of trees impacted in construction area. Coordinate with COR.

4. Pest Control: Follow NPS requirements and practices to minimize attraction and harboring of rodents, roaches, and other pests and to perform extermination and control procedures at regular intervals so Project will be free of pests and their residues at Substantial Completion. Perform control operations lawfully, using environmentally safe materials.

5. Site Enclosure Fence: Before construction operations begin, furnish and install portable chain link fencing in a manner that will prevent people and animals from easily entering site and or storage areas except by entrance gates.

a. Extent of Fence: As required to enclose portion determined sufficient to accommodate construction operations and storage

b. Locate vehicular gates to avoid interference with traffic on public thoroughfares.

c. Locate pedestrian entrance gates as required to provide controlled personnel entry.

d. Maintain security by limiting number of keys and restricting distribution to authorized personnel. Provide Contracting Officer with one set of keys.

6. Security Enclosure and Lockup: Install substantial temporary enclosure around partially completed areas of construction. Provide lockable entrances to prevent unauthorized entrance, vandalism, theft, and similar violations of security.

7. Temporary Enclosures: Provide temporary enclosures for protection of construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities. Provide temporary weathertight enclosure for building exterior.

3.4 Storage - Staging Areas:

A. Confine Storage of materials and equipment to the project area. One bay and the parking lot will be available for storage. Limits of use and control shall be subject to

Contracting Officer's approval. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

3.5 Preservation of Natural Features:

N/A

3.6 Hauling Restrictions: Match State and County Road requirements for all park work/access.

3.7 Housekeeping:

A. Keep project neat, orderly, and in a safe condition at all times. Store and use equipment, tools, and materials in a manner that does not present a hazard.

Immediately remove all hazardous rubbish. Do not allow rubbish to accumulate. Provide onsite containers for collection of rubbish and dispose of it at frequent intervals during progress of work.

B. Dispose of waste materials legally off NPS property.

3.8 Occupancy Requirements for Buildings:

A. Existing Buildings:

1. Full Government Occupancy: Government will occupy buildings that will be under construction during the entire contract period. Cooperate with

Government during construction operations to minimize conflicts and facilitate

Government usage. Perform the Work so as not to interfere with Government's day-to-day operations. Maintain existing exits, unless otherwise indicated.

a. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from the

CO.

b. Maintain existing building in a weather tight condition throughout construction period. Repair damage caused by construction operations.

Protect building and its occupants during construction period.

3.9 Photo Documentation:

All photos shall be in focus, show maximum range of depth of field general photo and then close up detail photo as needed. Shall be in JPEG digital form and submitted via CD-R Archival

Gold or DVD-R Archival Gold media with printed labels and 8 mega pixels minimum within 7 days from time of taken or as approved by COR.

A. Existing Condition Images: Before starting construction, take color, dated, digital images of project site and adjacent property/roads/etc. that may be impacted by construction activity/traffic. Include existing items to remain or be salvaged from different vantage points and with context for location identification.

B. Construction Images:

1. Maintain organized index for photos with date, description, etc.

2. Additional images as needed when questions or emergency situations occur.

Submit within 24 hours.

3.10 Fire and Life Safety:

As a minimum, conduct one weekly 15 minute "toolbox" safety meeting. These meetings shall be conducted by a foreman or supervisor and attended by all construction personnel at the worksite. Topics need to coincide with work scheduled for the following week. Document and submit meeting minutes to the Contracting Officer within one day after the meeting.

A. Comply with the requirements of NFPA 241 (Standard for Safeguarding Construction, Alteration, and Demolition Operations).

B. Store and handle hazardous materials in accordance with manufacturer's and OSHA

29CFR1926 Subpart D requirements. Maintain readily available, on site, SDS/Safety Data

Sheets (SDS) for each chemical.

1. Immediately report all spills of hazardous materials to the park.

2. Maintain a spill emergency response kit.

3. Train employees how to respond to a spill and use the emergency response kit.

3.11 Noise and Acoustics Management:

A. Noise Control: Perform demolition and re-roof operations to minimize noise. Perform noise-producing work in less sensitive hours of the day or week as directed by the

Contracting Officer.

B. Repetitive and/or intermittent, high-level noise: Permitted only during Daytime.

1. Do not exceed the following dB(A) limitations at 50 feet:

Sound Level in dB(A) Time Duration of Impact Noise

70 More than 12 minutes in any hour

80 More than 3 minutes in any hour

2. Maximum permissible construction equipment noise levels at

50 feet: 75 dB

ITEM 4 - COMMENCEMENT, PROSECUTION, AND COMPLETION

4.1 The Contractor shall commence work in accordance with the terms and conditions of the contract.

ITEM 5 - EXAMINATION OF THE SITE

5.1 All bidders are urged to visit the job site and examine existing conditions before submitting bids. All bidders will be held to have the same knowledge concerning the site and the on-ground conditions as if they had inspected the job site. No change orders will be approved for work obvious during a site visit. Please see FAR 52.236-27 - Site Visit (Construction).

ITEM 6 – N/A

ITEM 7 - ACCIDENT PREVENTION

7.1 Description: The work of this section consists of establishing and implementing an effective accident prevention program and providing a safe environment for all personnel and visitors.

A. It is the Contractor's responsibility to require all those working on or visiting the site to always wear hard hats and other necessary personal protective equipment in good repair. As a minimum, maintain four hard hats and all other Accident Prevention

Program (APP) required equipment.

7.2 Submittals:

A. Accident Prevention Program: At the preconstruction conference submit for approval a site-specific accident prevention program. The Plan shall be written to comply with

OSHA and project requirements (a generic plan is not acceptable) including but not limited to the following:

1. Name and qualifications of responsible supervisor to carry out the program

2. First aid and rescue procedures. Provide current certification of first aid/CPR of designated individual

3. Training, both initial and continuing.

4. Outline of each phase of the work, the hazards associated with each major phase, and the methods proposed to provide for property protection and safety of the public, National Park Service personnel, and Contractor's employees.

Identify the work included under each phase, with a Job Hazard Analysis

(JHA)/Job Safety Analysis (JSA), etc.

5. Planning for possible emergency situations, such as cave-ins, earthquake, explosions, fires, floods, power outages, slides, and windstorms. Such planning shall take into consideration the nature of construction, site conditions, and degree of exposure of persons and property.

6. Contractor to identify nearest location of medical facility for emergencies

7. Recognition that work will be performed in remote areas with limited communication or cell phone coverage.

8. Supplemental hazard specific plans may be required IAW 29 CFR 1926 or 1910.

B. Meeting and Inspection Reports: Safety Meetings: As a minimum, conduct 15-minute toolbox" safety meetings. These meetings shall be conducted by a foreman and attended by all construction personnel at the worksite. Submit a report of safety meetings and inspections. The Contractor shall document the "toolbox" meetings through the daily logs.

7.3 Qualification of Employees:

A. Ensure that employees are physically qualified to perform their assigned duties in a safe manner to include operators of vehicles and equipment. Provide operating instructions for all equipment.

B. Do not allow employees to work whose ability or alertness is impaired because of drugs, fatigue, illness, intoxication, or other conditions that may expose themselves or others to injury.

7.4 Accident Reporting:

The Contractor shall report all accidents to the Contracting Officer or designee as soon as possible and assist the Contracting Officer and other officials as required in the investigation of the accident.

7.5 First Aid Facilities:

Provide adequate facilities for the number of employees and appropriate to the hazards associated with the types of ongoing construction work at the site.

7.6 Emergency Instructions:

Post telephone numbers and reporting instructions for ambulance, physician, hospital, fire department, and police in conspicuous locations at the work site.

7. 7 Personal Protective Equipment (PPE):

It is the Contractor's responsibility to require all those working on or visiting the site to always wear necessary protective equipment.

A. PPE must meet requirements of applicable ANSI standards. Selection shall conform to

OSHA 29CFR 1926 Subpart E.

B. A hard hat use area shall be designated by the Contractor. The hard hat area shall be posted by the Contractor in a manner satisfactory to the Contracting Officer.

C. It is the Contractor's responsibility to require all those working on or visiting the site to wear hard hats and other necessary PPE. All PPE will be serviceable at all times. At a minimum, maintain 5 sets of PPE including hard hats and all other Accident Prevention

Plan required equipment.

7.8 Hazardous Materials:

It shall be the responsibility of all operators, functioning within the park to properly cleanup, mitigate, and remediate, if necessary, all unauthorized discharges of hazardous materials or non-hazardous chemical and biological products released from fleet and/or other support vehicles or stationary sources. Response shall be consistent with guidelines established by federal, state, and local regulations, and as outlined within the operator's Safety or Hazardous

Materials Business Plan.

A. If a spill, leak, or other release occurs, the operator shall as soon as possible, without impeding cleanup, notify the Contracting Officer's Representative.

ITEM 8 - PRECONSTRUCTION CONFERENCE:

See FAR 52.236-26

ITEM 9 - SUBMITTALS

9.1 General Submittal Procedures:

A. General: Prepare and submit submittals required by individual Specification Sections.

Types of submittals are indicated in individual specific sections.

1. CM-16 Transmittal Form: All submittals shall be transmitted via electronic email using National Park Service form CM-16 form. The form will be provided by the Contracting Officer. No action will be taken on a submittal item unless accompanied by the CM-16 transmittal form. Submit to: adam_rymer@nps.gov

B. Preconstruction Conference Submittal: The following items shall be submitted a minimum of one week prior to the Preconstruction Conference. If all of these documents have not been received one week prior to the scheduled Pre-Construction

Conference date, the conference will be cancelled, Notice to Proceed will not be issued, and the Contracting Officer will consider other contractual remedies. Work shall not commence until written Notice to Proceed has been issued. Contracting Officer will notify Contractor of tentative date for the Pre-Construction Conference:

1. Letter designating Project Superintendent.

2. Construction Schedule.

3. A comprehensive breakdown of the Schedule of Values.

4. Accident Prevention Plan (see section 7 of this document).

5. A list of Subcontractors for this project.

6. Written statements from subcontractors certifying compliance with applicable labor standard clauses (SF1413).

7. Satisfactory evidence of liability insurance coverage and workman's compensation for the Contactor and all subcontractors.

8. Waste Management Plan.

9. Quality Control Plan.

10. List of Required Construction Permits. Include the following information for each permit:

a. Name of Permit.

b. The Agency(ies) with Jurisdiction issuing the permit.

c. Information required from the Government to complete the permit application.

9.2 Shop Drawings, Product Data, and Samples:

Contracting Officer will provide sample cover sheet. A. Shop Drawings: Indicate waterproofing and electrical materials, connection details, anchorage spacing, hardware locations, and installation details.

A. Submit Shop Drawings according to Part 9.1 of this section to include one digital file

(.PDF or .TIF) and two full size hardcopy documents to COR.

1. Product Data: Provide component construction, anchorage method, hardware, etc.

a. Submit Product Data according to Part 9.1 of this section to include one digital file (.PDF or .TIF) to COR.

2. For submittals specified above, forward submittals to Contracting Officer at least 15 days before need for approval.

3. After approving submittals, Contracting Officer will return one copy to the Contractor. If submittals are not approved, Contracting Officer will return all copies to Contractor with reasons for rejection. Resubmit, identifying changes.

Any work done before approval shall be at Contractor's own risk.

9.3 Approved Equals:

Refer to FAR 52.211-6 - If an item in this solicitation is identified as "brand name or equal" or lists more than 3 manufacturers, the purchase description reflects the characteristics and level of quality that will satisfy the Government's needs. The salient physical, functional, or performance characteristics that "equal" products must meet are specified in the solicitation or relevant specification.

A. For each item proposed as an "approved equal," submit supporting data, including:

1. Drawings and samples as appropriate.

2. Comparison of the characteristics of the proposed item with that specified.

3. Changes required in other elements of the work because of the substitution.

4. Name, address, and telephone number of vendor.

5. Manufacturer's literature regarding installation, operation, and maintenance, including schematics for electrical and hydraulic systems, lubrication requirements, and parts lists. Describe availability of maintenance service, and state source of replacement materials.

B. A request for approval constitutes a representation that Contractor:

1. Has investigated the proposed item and determined that it is equal or superior in all respects to that specified.

2. Will provide the same warranties for the proposed item as for the item specified.

3. Has determined that the proposed item is compatible with interfacing items.

4. Will coordinate the installation of an approved item and make all changes required in other elements of the work because of the substitution.

5. Waives all claims for additional expenses that may be incurred as a result of the substitution.

C. Approved Equals will be evaluated and approved/disapproved during the submittal process.

9.4 Progress Schedules:

As soon as possible after Notice of Award and before beginning any work, submit Progress Schedule. Contracting Officer will review the Progress Schedule for format and content. Submit four copies of Progress Schedule (normally in bar chart form) showing estimated starting and completion dates for each part of the work. The first progress payment will not be issued until an acceptable progress schedule is submitted. The following information must accompany submission of progress schedules prior to processing any pay application:

A. Daily/weekly progress reports during construction as part of the administration processes.

B. Schedule of Values: Breakdown each lump-sum item into component work activities used in the schedule, for which progress payments may be requested. The Schedule of Values will form the basis for payment. The work activities broken out within the schedule of values shall be integrated into and made a logical part of the construction baseline schedule submitted under this specification. The total costs for the component work activities shall equal the contract price for that lump-sum item. The Contracting Officer may request data to verify accuracy of dollar values. A sample Schedule of Values will be provided by the Contracting Officer.

ITEM 10 - TEMPORARY SERVICES

10.1 Contractors are allowed to use water and electric provided at site. If contractor determines other services are needed, they are to be approved by the Contracting Officer before installation.

ITEM 11 - PROJECT CLOSEOUT

11.1 Description:

The work of this section consists of final cleanup, closeout submittals, final inspection procedures, and safety precautions.

11.2 Cleaning:

Remove all tools, equipment, surplus materials, and rubbish. At time of final inspection, project shall be thoroughly clean and ready for use.

11.3 Substantial Completion and Final Inspection:

Submit written certification that project is substantially complete, and a final inspection must be requested to the Contracting Officer in writing. The Contracting Officer or designee will make an inspection within 10 days of receipt of request or at a mutually agreeable time.

A. If the work is determined to be substantially complete, following the final inspection, the. Contracting Officer will prepare a Punch List and issue a Letter of Substantial Completion.

B. If the work is not determined to be substantially complete following the final inspection, the Contracting Officer will notify Contractor in writing. Contractor shall request a new final inspection after completing the work. Re-inspection costs may be charged against the Contractor in accordance with the Inspection of Construction contract clause.

C. Contractor shall complete the Punch List within 30 calendar days, documented weather permitting.

D. If Contracting Officer determines that the work is not substantially complete; he will immediately notify Contractor in writing, stating reasons. After completing work, Contractor shall resubmit certification and request a new final inspection. Re-inspection costs may be charged against the Contractor in accordance with the Inspection of Construction contract clause.

E. If Contractor completes all items of work on the Punch List and all contractually required items, Contracting Officer will issue Letter of final acceptance of work.

F. If the Contractor fails to complete the work within the time frame, the Contracting Officer may correct the work with an appropriate reduction in contract price or charge for re-inspection costs in accordance with the Inspection of Construction contract clause.

G. Disposition of any permits and warranties required by the specifications in this section.

11.4 Acceptance of the Work:

After all deficiencies have been corrected, a Letter of Acceptance will be issued. A Release of Claims document must be executed and submitted to the Contracting Officer before final payment can occur.

11.5 Warranties

A. One year construction warranty shall be based on date of Substantial Completion.

B. Provide All Warranty information of products installed organized by Division. All contact information, extents and conditions shall be clearly noted as well as date of overall project Substantial Completion.

C. Information shall include operation and maintenance manuals for each warranted material.

PART 2 - DEMOLITION

SECTION 02 41 19 -SELECTIVE DEMOLITION

1.1 FIELD CONDITIONS

A. Owner will occupy portions of building adjacent to selective demolition area.

B. Hazardous Materials: None expected

1.2 WARRANTY

A. Existing Warranties: No existing warranties are affected by the demolition.

1.3 PREPARATION

A. Refrigerant: Remove according to 40 CFR 82.

1.4 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS

A. Utility Shut Off: By Owner.

1.5 DISPOSAL OF DEMOLISHED MATERIALS

A. Dispose of in an EPA-approved landfill.

1.6 SELECTIVE DEMOLITION SCHEDULE

A. Removal and disposal:

1. Existing wood battens, comer boards and trim.

2. Existing aluminum windows.

3. Sectional overhead doors, track, and associated hardware.

4. Roof flashing at siding areas.

B. Remove and store for reinstallation.

1. Light fixtures attached to building exterior.

2. Building signage.

3. Downspouts.

END OF SECTION 024119

PART 3 PRODUCTS

SECTION 05 50 00 - METAL FABRICATIONS

1.1 PRODUCTS

A. Materials: Steel plates, shapes, and bars.

B. Miscellaneous Framing and Supports: Galvanized where indicated.

1. Steel framing and supports for overhead doors.

C. Miscellaneous Steel Trim: steel edgings.

1. Galvanized exterior trim.

END OF SECTION 05 50 00

SECTION 06 10 00 - ROUGH CARPENTRY

1.1 SUSTAINABILITY REQUIREMENTS

A. LEED v4:

1. Materials.

2. Certified wood.

3. Low-emitting composite wood products.

4. Low-emitting adhesives.

1.2 SUMMARY

A. Section Includes:

1. Framing with dimension lumber.

2. Wood blocking and nailers.

1.3 MATERIALS

A. Maximum Moisture Content:

1. Dimension Lumber: 15 percent for 2-inch nominal (38-mm actual) thickness or less.

B. Preservative Treatment:

1. Preservative Treatment: AWPA U1; Use Category UC2, but Use Category UC3b for exterior construction and Use Category UC4a for items in contact with ground.

a. Preservative Chemicals: Containing no arsenic or chromium. Do not use inorganic boron (SBX) for sill plates.

2. Application: Items indicated and as follows:

a. Items in contact with roofing or waterproofing.

b. Items in contact with concrete or masonry.

c. Framing less than 18 inches (460 mm) above ground in crawlspaces.

d. Floor plates installed over concrete slabs-on-grade.

C. Dimension Lumber Framing:

1. Load-Bearing Partitions: Construction or No. 2 grade.

a. Application: Exterior walls.

b. Species: Hem-fir (north), southern pine, Douglas fir-larch, mixed southern pines spruce-pine-fir, Douglas fir-south, hem-fir, Douglas fir-larch (north) or spruce-pine-fir (south).

2. Load-Bearing Partitions: Machine stress-rated lumber, 2100f-1.8E

a. Application: Exterior walls.

D. Miscellaneous Lumber:

1. Dimension Lumber: Construction or No. 2.

E. Miscellaneous Materials:

1. Sill-Sealer Gaskets: Glass-fiber insulation

2. Flexible flashing.

3. Water-repellent preservative.

1.4 INSTALLATION

A. Exterior Wall Framing: 2-by-6-inch nominal- (38-by-140-mm) actual size wood studs at 16 inches (406 mm) o.c.

B. Interior Partitions Framing: 2-by-4-inch nominal (38-by-89-mm) actual size wood studs at 16 inches (406 mm) o.c.

SECTION 06 20 13 - EXTERIOR FINISH CARPENTRY

1.1 SUSTAINABILITY REQUIREMENTS

A. LEED v4

1. Certified wood.

1.2 MATERIALS

A. Water-Repellent Preservative Treatment Containing

Insecticide by Non-pressure Process: exterior trim, battens and wood siding.

B. Exterior Standing and Running Trim:

1. Lumber Trim for Unfinished Applications: Western red cedar KD.

2. Pattern: Square Edge S1S2E -1" X 3" batten, 2" x 4" RS casing, 2" x 6" RS base trim

3. A and better - NLGA 200a, b

C. Lumber Siding:

1. Species: Western red cedar - KD.

2. Pattern: Square edge S 1 S2E - 1" X 1 O"

3. A and better -NLGA 200a, b

D. Fasteners: Hot-dip galvanized steel unless otherwise indicated.

END OF SECTION 06 20 13

SECTION 07 21 00 - THERMAL INSULATION

1.1 SUSTAINABILITY REQUIREMENTS

A. LEED v4:

1. Recycled content.

2. Low-emitting adhesives.

3. Low-emitting walls and ceilings.

4. Low-emitting insulation.

1.2 MATERIALS

A. Insulation:

1. Glass-Fiber Blanket: Kraft faced.

B. Auxiliary Insulating Materials:

1. Insulation fasteners.

END OF SECTION 07 21 00

SECTION 07 25 00 - WEATHER BARRIERS

1.1 MATERIALS

A. Building wrap. Vertical grooved air and water barrier engineered to drain water from behind siding to the exterior. Basis of Design - Tyvek "DrainWrap"

B. Building-wrap tape. Self-adhered flexible tape as recommended by wrap manufacturer.

C. Flexible Flashing: Butyl rubber.

D. Drainage material.

END OF SECTION 07 25 00

SECTION 07 62 00 - SHEET METAL FLASHING AND TRIM

1.1 SUSTAINABILITY REQUIREMENTS

A. LEED v4:

1. Recycled content.

1.2 PERFORMANCE REQUIREMENTS

A. Sheet Metal Standard for Flashing and Trim: SMACNA's "Architectural Sheet Metal

Manual"

1.3 MATERIALS

A. Sheet Metals:

1. Zinc Sheet: Pre-weathered gray finish.

1.4 PRODUCTS

A. Formed Roof-Drainage Fabrications: Including hanging gutters and downspouts.

1. Gutter lo be 6" round and downspout lo be 4" round.

B. Formed Steep-Slope Roof Fabrications: Including roof flashing and counterflashing.

END OF SECTION 07 62 00

SECTION 07 92 00 - JOINT SEALANTS

1.1 SUSTAINABILITY REQUIREMENTS

A. LEED v4:

1. Low-emitting sealants.

1.2 WARRANTY

A. Installer Warranty: Two years.

B. Special Manufacturer's Warranty: Five years.

1.3 JOINT SEALANTS

A. Silicone joint sealants.

B. Non-staining silicone joint sealants.

C. Latex joint sealants.

D. Joint-sealant backing.

1.4 JOINT SEALANT SCHEDULE

A. Exterior joints in vertical surfaces and horizontal nontraffic surfaces.

1. Joint Sealant: High performance single component silicone.

2. Joint-Sealant Color: Cedar.

B. Interior joints in vertical surfaces and horizontal nontraffic surfaces not subject to significant movement.

1. Joint Sealant: Latex. Silicone modified

2. Joint-Sealant Color: Match adjacent color.

END OF SECTION 07 92 00

SECTION 08 33 23 - OVERHEAD COILING DOORS

1.1 PERFORMANCE REQUIREMENTS

A. Air-infiltration limit for exterior doors.

B. Windborne-debris impact-resistance performance.

1.2 DOOR ASSEMBLY

A. Insulated Service Door: Door curtain of aluminum.

B. Operation Cycles 100,000.

C. Design Wind Load: 120 mph.

D. STC Rating: 22.

E. Hood: Match curtain material and finish.

F. Electric Door Operator: Heavy duty, with emergency manual push-up operation.

1. Obstruction-detection device.

1.3 MAINTENANCE SERVICE

A. Initial Maintenance Service: Three months.

END OF SECTION 08 33 23

SECTION 08 52 00 - WOOD WINDOWS

1.1 SUSTAINABILITY REQUIREMENTS

1. Certified wood.

1.2 WARRANTY

A. Windows: 10 years from date of Substantial Completion.

B. Glazing Units: 10 years from date of Substantial Completion.

1.3 WINDOW PERFORMANCE REQUIREMENTS

A. Product Standard: AAMNWDMNCSA 101/I.S.2/A440.

1. Minimum Performance Class: CW.

2. Minimum Performance Grade: 40.

B. Thermal Transmittance: 0.30 Btu/sq. ft. x h x deg F (1.71 W/sq. m x K) maximum.

C. Solar Heat-Gain Coefficient: 0.30 maximum.

D. Sound Transmission Class: 30 minimum.

E. Windborne-Debris Resistance: Passing ASTM E1886 and requirements of authorities having jurisdiction.

1.4 WOOD WINDOWS

A. Single hung style. Basis of Design, Pella "Architects Series" B. Exterior Finish: Aluminum-clad wood.

1. PVFD finish

2. Color: Bronze

C. Interior Finish: Stain and varnish finish.

D. Glazing:

1. Glass: Clear, insulating, with low-E coating.

2. Glazing System: Manufacturer's standard.

E. Accessories: Dividers (false muntins) F. Insect Screens: At each operable exterior sash, with aluminum frames and without wickets.

END OF SECTION 08 52 00

SECTION 09 29 00 - GYPSUM BOARD

1.1 MATERIALS

A. Interior Gypsum Board:

1. Gypsum wallboard of thickness to match existing.

B. Trim Accessories:

1. Interior.

C. Texture Finishes:

1. Level 4 finish with texture to match existing.

END OF SECTION 09 29 00

SECTION 09 91 23 - INTERIOR PAINTING

1.1 SUSTAINABILITY REQUIREMENTS

A. LEED v4:

1. Low-emitting paints and coatings.

2. Product declarations.

1.2 SUMMARY

A. Primers.

B. Finish coatings.

1.3 INTERIOR PAINTING SCHEDULE

A. Steel Substrates:

1. High-performance architectural latex system.

B. Galvanized-Metal Substrates:

1. High-performance architectural latex system.

C. Gypsum Board Substrates:

1. Latex over latex sealer system.

END OF SECTION 09 91 23

SECTION 09 93 00 - STAINING AND TRANSPARENT FINISHING

1.1 SUSTAINABILITY REQUIREMENTS

1. Low-emitting paints and coatings.

2. Product declarations.

1.2 INTERIOR WOOD-FINISH-SYSTEM SCHEDULE

A. Wood Substrates: windows.

1. Semitransparent stain system.

2. Polyurethane varnish over stain system.

END OF SECTION 09 93 00