Attachment_A_Specifications.pdf

RFQ # 140P8323R0005 Olympic National Park Attachment A Specifications

Rehab HQ Sign Shed GENERAL REQUIREMENTS Page 1

Olympic National Park

Repair Fire Damage to Sign Shed

PROJECT SPECIFICATIONS

GENERAL REQUIREMENTS

Date: February 6, 2023

PART 1 – SUMMARY OF WORK (SECTION 01 11 00) & DEFINITION OF CLINs (01 27 00)

1.1 WORK COVERED BY CONTRACT DOCUMENTS

A. General: All work outlined below will be performed under a single contract. Measurement for payment will be at the lump sum price for each CLIN and each Bid Option.

B. Project Location: This project is located at Olympic National Park Head Quarters, 600 East Park Ave, Port Angeles, WA 98322.

C. Project Background: The work of this contract consists of demoing and repairing fire damage to the sign shed.

D. Project Scope of Work / Definition of Contract Line Items: The Work consists of the following:

1. Contract Line-Item No. 00010: This item consists of demolition of all fire damaged materials (drywall, insulation, wiring, doors, windows, and building contents) down to internally bare studs and repairing and repainting the building to work as shown on the attached drawings.

E. List of Contract Options

1. Demo, dispose, replace rotten sheeting, and replace metal roof. See drawings for specifications

1.2 REFERENCE DOCUMENTS / REPORTS

A. General: The following reference documents / reports are attached or available upon request to supplement the information in the specifications:

1. NPS Forms (RFI, CM-16, and QC Daily Report).

2. Executive Order 13991 (Protecting the Federal Workforce & Requiring Mask-Wearing).

3. Site Location Map.

4. Existing building photos

5. Maintenance shop receptacle and lighting plan

GENERAL REQUIREMENTS Page 2

1.3 CODES, STANDARDS, & REGULATIONS

A. General: The Contractor shall complete all work in accordance with the latest versions of applicable codes, standards, and regulations.

1.6 USE OF THE SITE

A. General: The immediate project site will be closed to the public during construction. Limit construction operations to the project area limits as outlined on the attached Site Location Map. Due to Marbled Murrelet nesting season, work can only be performed between September 23 to March 31.

B. Contractor Accommodations: **No park lodging is available for the contractor**

C. Park Regulations: Ensure all personnel (contractors, subcontractors, and vendors) entering or working in the park are familiar with and obey all park regulations. Law enforcement rangers will intervene if they perceive any unsafe or unlawful activity.

D. Working Hours Weekend work must be approved in advanced by the contracting officer.

E. Staging and Storage: Confine the staging and storage of equipment and materials to the areas as shown on the Site Location Map or as established at the preconstruction meeting.

The Contractor will be responsible for the security of all equipment and materials at the jobsite.

F. Property Damage: The Contractor is required to report missing, lost, stolen, or damaged property occurring within the park. This report must be made to a Law Enforcement Ranger or Park Dispatch at the first available opportunity at: 360-565-3115.

G. No Smoking Policy: Smoking is prohibited inside or outside within 25 feet of any buildings in the park. This applies to existing buildings and buildings under construction or renovation. Discarding of tobacco products or debris anywhere other than into designated tobacco receptacles is considered littering and subject to fines.

H. Coronavirus / Covid-19: The Contractor must adhere to latest Center for Disease Control

(CDC) guidance on Covid-19.

PART 2 – WORK RESTRICTIONS (SECTION 01 11 40)

2.1 WORK RESTRICTIONS

A. General: The Contractor must comply with the following work restrictions:

GENERAL REQUIREMENTS Page 3

B. Vehicles / Heavy Equipment:

1. Tracked Equipment: Heavy equipment with rubber tires is preferred. Tracked vehicles will be allowed on non-paved surfaces as long as the terrain is restored to preconstruction condition. All damage created by vehicles and equipment shall be repaired / restored at no additional expense to the government.

1. Archaeological Resources: The Contractor, or designee, will observe all ground-disturbing activities in archaeological sensitive areas. If the Contractor discovers resources, the Contractor shall stop work or relocate to a non-sensitive area and notify the Contracting Officer immediately. The Park may also have an Archaeological Monitor at the jobsite who is authorized to stop work upon discovery of archaeological resources.

2. Soundscape / Noise: The Contractor shall minimize noise levels at the project site to protect the soundscape of the park.

PART 3 – PROJECT MANAGEMENT (SECTION 01 31 00)

3.1 SUBMITTALS

A. Division 01 Submittal Documents: The following documents shall be submitted no later than 14 calendar days after contract award and a minimum of seven (7) calendar days prior to the Preconstruction Meeting. If all of these documents have not been received prior to the scheduled Preconstruction Meeting date, the meeting will be cancelled and the Notice to Proceed (NTP) will not be issued. Work shall not commence until written Notice to Proceed (NTP) has been issued. Submit each document along with a form CM-16 for acceptance.

1. Letter designating the Project Superintendent.

2. Construction Schedule

3. Schedule of Values (SOV).

4. Accident Prevention Plan (APP) – Submit a “site specific” accident prevention plan with the following information. Refer also to PART 5 Safety Requirements.

a. Name of the supervisor responsible for executing the plan.

b. Emergency contact phone numbers (include NPS dispatch number 360-565-3115).

c. Map of local area emergency medical facilities relative to the jobsite.

d. First aid and emergency medical procedures / forms.

e. Company safety plan / protocol.

f. Activity hazard analysis (AHA) completed for each major work activity. Examples of AHA can be found on the web by Googling “Activity Hazard Analysis.”

5. Quality Control Plan (QCP) – Submit a “site specific” quality control plan with the following information (at a minimum). Refer also to PART 6 Quality Requirements.

a. Name of the supervisor responsible for executing the plan.

b. Organizational flow chart showing key staff / subcontractors.

c. Qualifications of key staff and subcontractors with applicable licenses / certificates.

d. Communications and reporting plan / procedures / forms (include NPS daily report form, RFI form, and CM-16 form along with Contractor forms).

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e. Testing and inspection procedures at all phases of the project (i.e. preparatory, initial, follow-up) to ensure quality, with steps for correction of work / re-work.

6. Waste Management Plan

7. A list of Subcontractors for this project.

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

B. Division 02-49 Submittal Documents: The following documents shall be submitted to the Contracting Officer prior to construction mobilization. If these documents have not been received and approved by the NPS prior to construction start, the construction start date may be delayed. Submit each document along with a form CM-16 for approval.

1. Product Data – Submit product cut sheets. All Equipment Specifications are subject to

FAR Clause 52.211-6 Brand Name or Equal.

• Exterior sheathing, siding and trim (Optional Line Item)

• Standing seam metal roofing package (Optional Line Item)

• Roof underlayments (Optional Line Item)

• Window and door package

• Sub Flooring

• Commercial roll-up service door

• Interior insulation

• Electrical (sub panel, lighting and wall heaters)

2. Samples – When requested, submit a physical sample of a product or an array of color choices for approval, if applicable.

3. Shop Drawings –

• Commercial roll-up service door.

a. Drawings shall include details, dimensions, notational information and other data to ensure the contractor has a complete understanding of the work.

b. Drawings (DRAFT) shall be submitted to the Contracting Officer in PDF format along with a CM-16 form. Allow 7 calendar days for the drawings to be reviewed by NPS. The Contractor shall incorporate review comments into the shop drawings and resubmit for final approval.

3.2 PRECONSTRUCTION AND PROGRESS MEETINGS

A. Preconstruction Meeting: Before the start of construction, the Contracting Officer will arrange for a preconstruction meeting either on site or via teleconference. The meeting agenda will include the following topics:

1. NPS Roles & Responsibilities

2. Key Contractor Personnel

3. Coordination with Subcontractors

4. Correspondence & Submittal Procedures

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5. Submittals

a. Status of Division 01 Submittals

b. Status of Division 02-49 Submittals

6. Park Rules & Regulations

7. Work Hours and Weekend, Holiday, and Night Work

8. Project Information

a. Park Access & Vehicle Reporting

b. Jobsite Access & Parking

c. Staging, Storage, and Laydown Area(s)

d. Temporary Facilities & Controls

e. Jobsite Restrictions

f. Resource Protection

g. Weather, Climate, Environmental Conditions

h. Reference Documents

i. Other Contracts / Ongoing Work

9. Labor Standards Provisions

10. Labor Interviews

11. Payroll Reports

12. Payments to the Contractor

13. Change Orders / Modifications

14. Progress Meetings

15. QC Daily Reports

16. Inspections

17. Acceptance and Rejection of Work

18. Closeout Procedures & Submittals

19. Contract Period of Performance

20. Notice to Proceed

B. Progress Meetings: The NPS may schedule periodic meetings to discuss the progress of the work with the Contractor, Subcontractor(s), and key NPS staff. The need for and frequency of these meetings with be discussed at the preconstruction meeting. Progress meetings will likely be held via teleconference and last no more than 30 minutes.

3.3 REQUESTS FOR INFORMATION (RFIs)

A. General: On discovery of the need for additional information or interpretation of the contract documents, the Contractor shall prepare and submit an RFI utilizing the NPS form.

1. Contracting Officer will only respond to RFIs submitted by the prime contractor.

2. Coordinate and submit RFIs in a prompt manner to avoid delays in the work.

PART 4 – SUBMITTAL PROCEDURES (SECTION 01 33 23)

4.1 SUBMITTAL PROCEDURES

A. CM-16 Transmittal Form: All submittals shall be transmitted using NPS CM-16 form sent via email. Complete all applicable fields, sign the form, and attach all supporting documentation.

B. General Submittal Procedures:

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1. Processing Time: Allow 7 days for NPS review of a submittal. When review is complete, an e-mail notification will be sent to the Contractor. No extension of contract time will be authorized because of failure to transmit submittals in a timely manner.

2. Approved Equals: For each item proposed as an “approved equal” submit supporting data including:

a. Comparison of the salient characteristics of the proposed item with that specified.

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

c. Manufacturer’s literature.

d. Compliance with the Buy American Act.

e. Difference in cost between the specified item and the

3. Electronic Submittals: Transmit all submittals except physical samples in PDF format.

Note that the preferred FTP site is OneDrive. Dropbox and similar private file share services are not secure and not allowed on the Department of Interior (DOI) systems.

4. Physical samples: Deliver physical samples to COR (or onsite Point of Contact).

PART 5 – SAFETY REQUIREMENTS (SECTION 01 35 23)

SAFETY REQUIREMENTS

A. General: The Contractor must comply with the following safety requirements:

1. First Aid Equipment: Provide adequate first aid equipment for all contract employees for the hazards associated with the types of ongoing construction work at the site.

2. First Aid Training: Provide adequate training to all Contractor personnel to ensure prompt and efficient application of first aid.

3. Personal Protective Equipment (PPE): Provide personal protective equipment (PPE) that meets applicable OSHA and ANSI standards for all contract employees.

4. Hazardous Materials: Hazardous materials are defined as explosive, flammable, poisonous, corrosive, oxidizing, irritating, or otherwise harmful substances that could cause death or injury. Store hazardous materials in accordance with manufacturers and OSHA recommendations. Maintain MSDS onsite for each chemical used on the jobsite.

Immediately report all spills of hazardous materials to the contracting officer.

5. Safety Meetings: At a minimum, conduct weekly if not daily "toolbox" safety meetings.

These meetings shall be conducted by the Onsite Job Superintendent or crew leader and be attended by all construction personnel at the worksite. Topics need to coincide with work scheduled for the week.

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6. Emergency Contacts: Post telephone numbers and reporting instructions for ambulance, hospital, fire department, police, and park dispatch in conspicuous locations at the site.

7. Emergency Medical & Accident Reporting: In the event of an emergency / medical incident, the Contractor shall Dial 911 as needed. The Contractor shall also contact Park Dispatch at:

360-565-3115 for any medical emergency, traffic accident, or personal injury occurring within the Park.

PART 6 – QUALITY REQUIREMENTS (SECTION 01 40 00)

6.1 QUALITY REQUIREMENTS

A. General: The Contractor is responsible for all quality control to guard against defects and deficiencies in the work. Inspect and test work as needed to ensure that the quality of materials, workmanship, construction, finishes, and functional performance are in compliance with applicable specifications, drawings, codes and standards, and the QC Plan.

B. Quality Control (QC) Daily Reports: Submit quality control daily reports documenting the progress and quality of the work. The daily report shall be typed, legible, and complete and include representative photos. The daily reports shall be submitted on a weekly basis along with certified payroll.

PART 7 – TEMPORARY FACILITIES & CONTROLS (SECTION 01 50 00)

7.1 TEMPORARY FACILITIES & CONTROLS

A. General: The contractor will be allowed to set up temporary facilities and controls as outlined. All temporary facilities and controls shall be removed from the site before final acceptance of the work.

B. Temporary Utilities: The following utilities / services are available for use at the project site:

1. Electrical Power Service: Electrical power service is available from facilities at or near the project site for use on the contract without charge. Contractor will provide all connections and extensions of services in a safe manner in compliance with NEC, NEMA, and UL standards and regulations.

2. Water Service: Potable water service is available from facilities at or near the project site for use on the contract without charge. Contractor will provide all connections and extensions of services with proper backflow prevention devices in compliance with AWWA standards and local regulations.

3. Sanitary Facilities: Restrooms are available at or near the project site for use on the contract without charge.

4. Telephone Cellular Service: The project site does not have reliable cellular service.

C. Temporary Office: Temporary office buildings or installation of trailers will not be allowed in the park.

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D. Temporary Barrier: The contractor may install temporary construction fencing (chainlink or plastic) to deter public entrance to the project site.

E. Temporary Storage: The Contractor is responsible for ensuring that all materials are new and undamaged from weather, age, or neglect. All temporary storage sheds or containers shall be weather tight. If materials appear to be used, damaged, aged, or neglected, the Contracting Officer may request the items be replaced with new items at no additional cost to the government.

PART 8 – EXECUTION (SECTION 01 73 40)

8.1 EXECUTION

A. Examination: Examine the project area and site facilities and verify compatibility between existing conditions and the scope of work.

B. Preparation: Take field measurements or conduct surveys to verify quantities and dimensions before procurement and fabrication or installation.

C. Digging: Exercise caution when digging with heavy equipment. Tone and mark for utilities in advance of digging. If a buried utility or feature is discovered, exercise extreme caution or hand dig to prevent damage to the utility or feature. If the utility or feature is damaged, repair at no additional cost to the government.

D. Cutting & Patching: Examine surfaces to be cut and patched and the conditions under which cutting and patching are to be performed. Before patching, verify compatibility with and suitability of substrates, including compatibility with in-place finishes or primers. Proceed with installation only after unsafe or unsatisfactory conditions have been corrected.

E. Installation: Install all systems or components according to the specifications, manufacturer’s recommendations, permit conditions (where applicable), and local, State, and Federal codes, standards, and regulations. All systems or components shall be complete and operable.

F. Correction of the Work: Upon discovery of defects or damage of new work or to existing facilities damaged by new work, repair or replace damaged systems or components and restore substrates and finishes.

G. Progress Cleaning: Clean the project site and work area on a daily basis. Keep site free of waste and debris in proper containment. Dispose of food refuse in proper containers so as not to attract wildlife, vermin, or pests. Properly dispose of all waste and debris offsite.

H. Final Cleaning & Waste Disposal: At the completion of the work, clean all surfaces and remove all waste materials, trash, tools, equipment, machinery, and surplus items from the project site and legally dispose of all waste items.

PART 9 – CLOSEOUT PROCEDURES (SECTION 01 77 00)

9.1 SUBSTANTIAL COMPLETION AND FINAL INSPECTION

A. When the project, or a designated portion of the project, is substantially complete, the Contractor shall request a pre-final inspection in writing at least fourteen (14) calendar days

GENERAL REQUIREMENTS Page 9 in advance of the inspection date. The work is substantially complete when all major work is complete, and all project functions are operable.

B. If the NPS confirms that the work is substantially complete at the time of the pre-final inspection, the Contracting Officer will prepare a Letter of Substantial Completion with a Punch List of deficiencies to be corrected before final inspection / acceptance. The Contractor shall complete the work described in the Punch List within thirty (30) calendar days, as weather permits. Once all onsite Punch List work is complete, the Contractor shall request a final inspection in writing to arrange for the confirmation of punchlist completion.

C. If the Contractor fails to complete the Punch List work within the allotted timeframe, the Contracting Officer may either replace or correct the work with an appropriate reduction in the contract price, or charge for re-inspection costs in accordance with the Inspection of Construction clause of the contract.

D. If the NPS determines that the work is not substantially complete at the time of the pre-final inspection, the Contracting Officer will notify the Contractor in writing. The Contractor may request a new pre-final inspection; however, all re-inspection costs may be charged against the Contractor in accordance with the Inspection of Construction clause of the contract.

E. After all onsite deficiencies have been corrected, and all project closeout submittals have been received, a Letter of Final Acceptance will be issued by the Contracting Officer.

9.2 CLOSEOUT SUBMITTALS

A. Operation & Maintenance (O&M) Manual: Submit an Operation & Maintenance (O&M) Manual to the Contracting Officer with the following information:

1. A one (1) year Contractor-issued warranty on all workmanship starting from the date of final acceptance.

2. Product warranties for individual products and systems.

3. As Builts (One 11”x17” bound and PDF)

PART 10 – SELECTIVE DEMOLITION (SECTION 02 4100)

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Selective demolition of built site elements.

B. Selective demolition of building elements for alteration purposes.

C. Abandonment and removal of existing utilities and utility structures.

1.02 RELATED REQUIREMENTS

A. Section 01 1000 - Summary: Limitations on Contractor's use of site and premises.

B. Section 01 1000 - Summary: Sequencing and staging requirements.

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C. Section 01 1000 - Summary: Description of items to be salvaged or removed for re-use by

Contractor.

D. Section 01 5000 - Temporary Facilities and Controls: Site fences, security, protective barriers, and waste removal.

E. Section 01 7000 - Execution and Closeout Requirements: Project conditions; protection of bench marks, survey control points, and existing construction to remain; reinstallation of removed products; temporary bracing and shoring.

F. Section 01 7419 - Construction Waste Management and Disposal: Limitations on disposal of removed materials; requirements for recycling.

G. Section 02 0800 - Asbestos Abatement: Asbestos containing and contaminated materials.

1.03 REFERENCE STANDARDS

A. 29 CFR 1926 - U.S. Occupational Safety and Health Standards current edition.

PART 2 PRODUCTS

2.01 NOT USED

PART 3 EXECUTION

3.01 SCOPE

A. Remove portions of inside of existing building: drywall (and other internal wall sheeting), insulation, electrical wiring and components, radio equipment/wiring, and heating unit. The finished demo project should be bare studs, with intact mezzanine and stairs inside the building.

B. Remove other items indicated, for salvage, relocation, recycling, and disposal.

C. Remove and replace roughly 3’x8’ rotten portion of T1-11 siding on Northeast corner of building identified in drawings.

3.02 GENERAL PROCEDURES AND PROJECT CONDITIONS

A. Comply with other requirements specified in Section 01 70 00.

B. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and the public.

1. Obtain required permits.

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2. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be removed; do not allow worker or public access within range of potential collapse of unstable structures.

3. Provide, erect, and maintain temporary barriers and security devices.

4. Conduct operations to minimize effects on and interference with adjacent structures and occupants.

5. Do not close or obstruct roadways or sidewalks without permit.

6. Conduct operations to minimize obstruction of public and private entrances and exits; do not obstruct required exits at any time; protect persons using entrances and exits from removal operations.

7. Obtain written permission from owners of adjacent properties when demolition equipment will traverse, infringe upon or limit access to their property.

C. Do not begin removal until receipt of notification to proceed from Contracting Officer.

D. Do not begin removal until built elements to be salvaged or relocated have been removed.

E. Protect existing structures and other elements that are not to be removed.

1. Provide bracing and shoring.

2. Prevent movement or settlement of adjacent structures.

3. Stop work immediately if adjacent structures appear to be in danger.

F. If hazardous materials are discovered during removal operations, stop work and notify

Contracting Officer; hazardous materials include regulated asbestos containing materials, lead, PCB's, and mercury.

G. Perform demolition in a manner that maximizes salvage and recycling of materials.

1. Dismantle existing construction and separate materials.

2. Set aside reusable, recyclable, and salvageable materials; store and deliver to collection point or point of reuse.

H. Partial Removal of Paving and Curbs: Neatly saw cut at right angle to surface.

3.03 EXISTING UTILITIES

A. Coordinate work with utility companies; notify before starting work and comply with their requirements; obtain required permits.

B. Protect existing utilities to remain from damage.

C. Do not disrupt public utilities without permit from authority having jurisdiction.

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D. Do not close, shut off, or disrupt existing life safety systems that are in use without at least 7 days prior written notification to Contracting Officer.

E. Do not close, shut off, or disrupt existing utility branches or take-offs that are in use without at least 3 days prior written notification to Contracting Officer.

F. Locate and mark utilities to remain; mark using highly visible tags or flags, with identification of utility type; protect from damage due to subsequent construction, using substantial barricades if necessary.

G. Remove exposed piping, valves, meters, equipment, supports, and foundations of disconnected and abandoned utilities.

3.04 SELECTIVE DEMOLITION FOR ALTERATIONS

A. Drawings showing existing construction and utilities are based on casual field observation and existing record documents only.

1. Verify that construction and utility arrangements are as indicated.

2. Report discrepancies to Contracting Officer before disturbing existing installation.

3. Beginning of demolition work constitutes acceptance of existing conditions that would be apparent upon examination prior to starting demolition.

B. Maintain weatherproof exterior building enclosure except for interruptions required for replacement or modifications; take care to prevent water and humidity damage.

C. Remove existing work as indicated and as required to accomplish new work.

1. Remove items indicated on drawings.

D. Services (Including but not limited to Plumbing and Electrical): Remove existing systems and equipment as indicated.

1. Maintain existing active systems that are to remain in operation; maintain access to equipment and operational components.

2. Where existing active systems serve occupied facilities but are to be replaced with new services, maintain existing systems in service until new systems are complete and ready for service.

3. Verify that abandoned services serve only abandoned facilities before removal.

4. Remove abandoned pipe, ducts, conduits, and equipment; remove back to source of supply where possible, otherwise cap stub and tag with identification.

E. Protect existing work to remain.

1. Prevent movement of structure; provide shoring and bracing if necessary.

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2. Perform cutting to accomplish removals neatly and as specified for cutting new work.

3. Repair adjacent construction and finishes damaged during removal work.

4. Patch as specified for patching new work.

3.05 DEBRIS AND WASTE REMOVAL

A. Remove debris, junk, and trash from site.

B. Remove from site all materials not to be reused on site; comply with requirements of Section

01 74 19 - Waste Management.

C. Leave site in clean condition, ready for subsequent work.

D. Clean up spillage and wind-blown debris from public and private lands.

PART 11 – METAL ROOF PANELS (SECTION 07 41 13) (OPTIONAL LINE ITEM)

1.01 SECTION INCLUDES

A. Architectural roofing system of preformed steel panels.

B. Attachment system.

C. Finishes.

D. Accessories.

1.02 RELATED REQUIREMENTS

A. Section 06 1000 - Rough Carpentry: Roof sheathing.

1.03 REFERENCE STANDARDS

A. ASTM A792/A792M - Standard Specification for Steel Sheet, 55% Aluminum-Zinc Alloy-

Coated by the Hot-Dip Process 2021a.

B. ASTM D226/D226M - Standard Specification for Asphalt-Saturated Organic Felt Used in

Roofing and Waterproofing 2017.

C. ASTM D1970/D1970M - Standard Specification for Self-Adhering Polymer Modified

Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection

2021.

D. ASTM D4869/D4869M - Standard Specification for Asphalt-Saturated Organic Felt

Underlayment Used in Steep Slope Roofing 2016a (Reapproved 2021).

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E. ICC-ES AC188 - Acceptance Criteria for Roof Underlayments 2012, with Editorial Revision

(2015).

1.04 SUBMITTALS

A. See Section 01 3323 - Submittal Procedures for submittal requirements.

B. Product Data: Manufacturer's data sheets on each product to be used, including:

1. Storage and handling requirements and recommendations.

2. Installation methods.

C. Shop Drawings: Include layouts of roof panels, details of edge and penetration conditions, spacing and type of connections, flashings, underlayments, and special conditions.

1. Show work to be field-fabricated or field-assembled.

D. Verification Samples: For each roofing system specified, submit samples of minimum size 12 inches square, representing actual roofing metal, thickness, profile, color, and texture.

1. Include typical panel joint in sample.

2. Include typical fastening detail.

1.05 DELIVERY, STORAGE, AND HANDLING

A. Store roofing panels on project site as recommended by manufacturer to minimize damage to panels prior to installation.

PART 2 PRODUCTS

2.01 ARCHITECTURAL METAL ROOF PANELS

A. Architectural Metal Roofing: Provide complete engineered system complying with specified requirements and capable of remaining weathertight while withstanding anticipated movement of substrate and thermally induced movement of roofing system.

B. Metal Panels: Factory-formed panels with factory-applied finish.

1. Steel Panels:

a. Aluminum-zinc alloy-coated steel complying with ASTM A792/A792M; minimum AZ50 coating.

b. Steel Thickness: Minimum 22 gage (0.0299 inch).

2. Profile: Standing seam, with minimum 1.0 inch seam height; concealed fastener system for field seaming with special tool.

3. Profile: Lapped seam, with integral sealant bead and exposed fastener system.

4. Texture: Smooth.

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5. Length: Full length of roof slope, without lapped horizontal joints.

6. Width: Maximum panel coverage of 12 inches.

7. Mill-Finish Steel Panels: Treat with passivating chemical prior to shipment, to inhibit formation of corrosion.

2.02 ATTACHMENT SYSTEM

A. Concealed System: Provide manufacturer's standard stainless steel concealed anchor clips designed for specific roofing system and engineered to meet performance requirements, including anticipated thermal movement.

2.03 FINISHES

A. Fluoropolymer Coil Coating System: Manufacturer's standard multi-coat aluminum coil coating system complying with AAMA 2605, including at least 70 percent polyvinylidene fluoride (PVDF) resin, and at least 80 percent of coil coated aluminum surfaces having minimum total dry film thickness (DFT) of 0.9 mil, 0.0009 inch; color and gloss to match sample.

B. Solar Reflectance Index (SRI): 82, Initial, <2:12 Low-sloped roof.

2.04 ACCESSORIES

A. Miscellaneous Sheet Metal Items: Provide flashings, gutters, downspouts, trim, moldings, closure strips, preformed crickets, caps, and equipment curbs of the same material, thickness, and finish as used for the roofing panels. Items completely concealed after installation may optionally be made of stainless steel.

B. Rib and Ridge Closures: Provide prefabricated, close-fitting components of steel with corrosion resistant finish or combination steel and closed-cell foam.

C. Sealants:

1. Exposed Sealant: Elastomeric; silicone, polyurethane, or silyl-terminated polyether/polyurethane.

2. Concealed Sealant: Non-curing butyl sealant or tape sealant.

D. Underlayment for Wood Substrate: ASTM D226/D226M roofing felt, perforated type;

covered by water-resistant rosin-sized building paper.

E. Underlayment: Synthetic non-asphaltic sheet, intended by manufacturer for mechanically fastened roofing underlayment without sealed seams.

1. Type: Woven polypropylene with anti-slip polyolefin coating on both sides.

GENERAL REQUIREMENTS Page 16

2. Minimum Requirements: Comply with requirements of ICC-ES AC188 for non-self-adhesive sheet.

3. Flammability: Minimum of Class A, when tested in accordance with ASTM E108.

4. Water Vapor Permeance: Vapor retarder; maximum of 1 perm, when tested in accordance with ASTM E96/E96M Procedure A (desiccant method).

5. Performance: Meet or exceed requirements for ASTM D226/D226M, Type II asphalt-saturated organic felt.

6. Liquid Water Transmission: Passes ASTM D4869/D4869M.

7. Functional Temperature Range: Minus 70 degrees F to 212 degrees F.

8. Fasteners: As specified by manufacturer and building code qualification report or approval.

PART 3 EXECUTION

3.01 EXAMINATION

A. Do not begin installation of preformed metal roof panels until substrates have been properly prepared.

B. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding.

3.02 PREPARATION

A. Broom clean wood sheathing prior to installation of roofing system.

B. Coordinate roofing work with provisions for roof drainage, flashing, trim, penetrations, and other adjoining work to assure that the completed roof will be free of leaks.

C. Coordinate installation of waterproof membrane over roof sheathing with 06 10 00.

D. Remove protective film from surface of roof panels immediately prior to installation. Strip film carefully, to avoid damage to prefinished surfaces.

3.03 INSTALLATION

A. Overall: Install roofing system in accordance with approved shop drawings and panel manufacturer's instructions and recommendations, as applicable to specific project conditions.

Anchor all components of roofing system securely in place while allowing for thermal and structural movement.

1. Install roofing system with concealed clips and fasteners, except as otherwise recommended by manufacturer for specific circumstances.

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2. Minimize field cutting of panels. Where field cutting is absolutely required, use methods that will not distort panel profiles. Use of torches for field cutting is absolutely prohibited.

B. Accessories: Install all components required for a complete roofing assembly, including flashings, gutters, downspouts, trim, moldings, closure strips, preformed crickets, caps, equipment curbs, rib closures, ridge closures, and similar roof accessory items.

C. Install roofing felt and building paper slip sheet on roof deck before installing preformed metal roof panels. Secure by methods acceptable to roof panel manufacturer, minimizing use of metal fasteners. Apply from eaves to ridge in shingle fashion, overlapping horizontal joints a minimum of 2 inches and side and end laps a minimum of 3 inches. Offset seams in building paper and seams in roofing felt.

D. Roof Panels: Install panels in strict accordance with manufacturer's instructions, minimizing transverse joints except at junction with penetrations.

1. Provide sealant tape or other approved joint sealer at lapped panel joints.

3.04 CLEANING

A. Clean exposed sheet metal work at completion of installation. Remove grease and oil films, excess joint sealer, handling marks, and debris from installation, leaving the work clean and unmarked, free from dents, creases, waves, scratch marks, or other damage to the finish.

3.05 PROTECTION

A. Do not permit storage of materials or roof traffic on installed roof panels. Provide temporary walkways or planks as necessary to avoid damage to completed work. Protect roofing until completion of project.

B. Touch-up, repair, or replace damaged roof panels or accessories before Date of Substantial

Completion.

PART 12 – FIBER GLASS DOORS (SECTION 08 16 13)

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Fiberglass doors.

B. Door hardware.

C. Glazing.

GENERAL REQUIREMENTS Page 18

1.02 RELATED REQUIREMENTS

A. Section 08 7100 - Door Hardware.

B. Section 06 2000 - Finish Carpentry.

1.03 REFERENCE STANDARDS

A. AAMA 1304 - Voluntary Specification for Determining Forced Entry Resistance of Side-

Hinged Door Systems 2018.

B. AAMA 1503 - Voluntary Test Method for Thermal Transmittance and Condensation

Resistance of Windows, Doors and Glazed Wall Sections 2009.

C. ANSI/SDI A250.4 - Test Procedure and Acceptance Criteria for Physical Endurance for Steel

Doors, Frames and Frame Anchors 2018.

D. ASTM D635 - Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Plastics in a Horizontal Position 2022.

E. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials

2022.

F. ASTM E330/E330M - Standard Test Method for Structural Performance of Exterior

Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference

2014 (Reapproved 2021).

G. ASTM E331 - Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference 2000 (Reapproved 2016).

H. ASTM E2112 - Standard Practice for Installation of Exterior Windows, Doors and Skylights

2019c.

1.04 ADMINISTRATIVE REQUIREMENTS

A. Coordination: Obtain hardware templates from hardware manufacturer prior to starting fabrication.

1.05 SUBMITTALS

A. See Section 01 3323 - Submittal Procedures for submittal requirements.

B. Product Data: Provide manufacturer's standard details, installation instructions, hardware and anchor recommendations.

GENERAL REQUIREMENTS Page 19

C. Test Reports: Submit certified test reports from qualified independent testing agency indicating doors comply with specified performance requirements.

D. Maintenance Data: Include instructions for repair of minor scratches and damage.

E. Warranty: Submit manufacturer warranty and ensure that forms have been completed in

Contracting Officer's name and registered with manufacturer; include detailed terms of warranty.

1.06 DELIVERY, STORAGE, AND HANDLING

A. Mark doors with location of installation, door type, color, and weight.

B. Deliver materials in manufacturer’s original, unopened, undamaged containers with identification labels intact.

C. Deliver pre-assembled doors and frames with braces, spreaders, and packaging as required to prevent damage.

D. Store materials in original packaging, under cover, protected from exposure to harmful weather conditions and from direct contact with water.

1. Store at temperature and humidity conditions recommended by manufacturer.

2. Do not use non-vented plastic or canvas shelters.

3. Immediately remove wet wrappers.

1.07 WARRANTY

A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.

PART 2 PRODUCTS

2.01 DOOR AND FRAME ASSEMBLIES

A. Door and Frame Assemblies: Factory-fabricated, prepared and machined for hardware.

1. Physical Endurance: Swinging door cycle test to ANSI/SDI A250.4, Level A (1,000,000 cycles) minimum; tested with hardware and fasteners intended for use on project.

2. Screw-Holding Capacity: Tested to 890 lbs, minimum.

3. Surface Burning Characteristics: Flame spread index (FSI) of 0 to 25, Class A, and smoke developed index (SDI) of 450 or less, when tested in accordance with ASTM E84.

4. Flammability: Self-extinguishing when tested in accordance with ASTM D635.

5. Sizes: As indicated on drawings.

6. Clearance Between Door and Frame: 1/8 inch, maximum.

GENERAL REQUIREMENTS Page 20

7. Clearance Between Bottom of Door and Finished Floor: 3/4 inch, maximum; not less than 1/4 inch clearance to threshold.

8. Provide frame anchors that allow for variation in rough opening size; field cutting of doors or frames to fit is not permitted.

2.02 COMPONENTS

A. Doors: Fiberglass construction with reinforced core.

1. Thickness: 1-3/4 inch, nominal.

2. Core Material: Manufacturer's standard core material for application indicated.

3. Construction:

4. Face Sheet Texture: Smooth.

5. Subframe and Reinforcements: Manufacturer's standard materials.

6. Waterproof Integrity: Provide factory fabricated edges, cut-outs, and hardware preparations of fiberglass reinforced plastic (FRP); provide cut-outs with joints sealed independently of glazing, louver inserts, or trim.

7. Hardware Preparations: Factory reinforce, machine, and prepare for door hardware including field installed items; provide solid blocking for each item; field cutting, drilling or tapping is not permitted; obtain manufacturer's hardware templates for preparation as necessary.

2.03 PERFORMANCE REQUIREMENTS

A. Provide door assemblies that have been designed and fabricated in compliance with specified performance requirements.

B. Forced Entry Resistance: Pass in accordance with AAMA 1304 test method.

C. Water Leakage: No uncontrolled leakage on interior face when tested in accordance with

ASTM E331 at differential pressure of 7.5 psf.

D. Air Leakage: Maximum of 0.1 cu ft/min/sq ft at 6.27 psf differential pressure, when tested in accordance with ASTM E283.

E. Structural Performance: Withstand positive and negative wind loads equal to 1.5 times design wind loads specified by local code without damage or permanent set, when tested in accordance with ASTM E330/E330M, using 10 second duration of maximum load.

F. Thermal Transmittance, Exterior Doors: AAMA 1503, U-value of 0.35, maximum, measured on exterior door in size required for this project.

GENERAL REQUIREMENTS Page 21

2.04 FINISHES

A. Gel Coating: Ultraviolet (UV) stabilized polyester finish.

1. Thickness: Minimum 15 mils wet thickness, plus/minus 3 mils.

2. Color: To match Blue Trim Paint, selected from manufacture’s standard colors.

2.05 ACCESSORIES

A. Glazing:

1. Laminated safety glass, 3/8 inch thick, with minimum 0.030 inch thick interlayer, clear.

B. Door Hardware: As specified in Section 08 7100.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify actual dimensions of openings by field measurements before door fabrication; show recorded measurements on shop drawings.

B. Do not begin installation until substrates have been properly prepared.

3.02 PREPARATION

A. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.

B. Clean and prepare substrate in accordance with manufacturer's directions.

C. Protect adjacent work and finish surfaces from damage during installation.

3.03 INSTALLATION

A. Install in accordance with manufacturer's instructions; do not penetrate frames with anchors.

B. Set units plumb, level, and true-to-line, without warping or racking doors, and with specified clearances; anchor in place.

C. Set thresholds in continuous bed of sealant.

D. In stud walls, install frames prior to building walls; anchor frames to studs using concealed anchors.

E. Separate aluminum and other metal surfaces from sources of corrosion of electrolytic action at points of contact with other materials.

GENERAL REQUIREMENTS Page 22

3.04 ADJUSTING

A. Lubricate, test, and adjust doors to operate easily, free from warp, twist or distortion, and to fit watertight for entire perimeter.

B. Adjust hardware for smooth and quiet operation.

C. Adjust doors to fit snugly and close without sticking or binding.

3.05 CLEANING

A. Clean installed products in accordance with manufacturer’s instructions prior to owner’s acceptance.

3.06 PROTECTION

A. Protect installed products from damage until Date of Substantial Completion.

PART 13 – SECTIONAL OVERHEAD DOORS (SECTION 08 36 00)

1.1 SECTION INCLUDES

A. Insulated Sectional Overhead Doors.

1.2 RELATED SECTIONS

A. Section 03 30 00 - Cast-In-Place Concrete: Prepared opening in concrete. Execution requirements for placement of anchors in concrete wall construction.

B. Section 06 10 00 – Rough Carpentry: Rough wood framing and blocking for door opening.

C. Section 07 92 00 - Joint Sealers: Perimeter sealant and backup materials.

D. Section 08 71 00 - Door Hardware: Cylinder locks.

1.3 REFERENCES

A. ANSI/DASMA 102 - American National Standard Specifications for Sectional Overhead Type Doors.

1.4 DESIGN / PERFORMANCE REQUIREMENTS

A. Single-Source Responsibility: Provide doors, tracks, motors, and accessories from one manufacturer for each type of door. Provide secondary components from source acceptable to manufacturer of primary components.

GENERAL REQUIREMENTS Page 23

1.5 SUBMITTALS

A. Product Data: Manufacturer's data sheets on each product to be used, including:

1. Preparation instructions and recommendations.

2. Storage and handling requirements and recommendations.

3. Installation methods.

B. Shop Drawings: Indicate plans and elevations including opening dimensions and required tolerances, connection details, anchorage spacing, hardware locations, and installation details.

C. Manufacturer's Certificates: Certify products meet or exceed specified requirements.

D. Operation and Maintenance Data.

1.6 QUALITY ASSURANCE

A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this section with minimum five years documented experience.

B. Installer Qualifications: Authorized representative of the manufacturer with minimum five years documented experience.

1.7 DELIVERY, STORAGE, AND HANDLING

A. Store products in manufacturer's unopened labeled packaging until ready for installation.

B. Protect materials from exposure to moisture until ready for installation.

C. Store materials in a dry, ventilated weathertight location.

1.8 PROJECT CONDITIONS

A. Pre-Installation Conference: Convene a pre-installation conference just prior to commencement of field operations, to establish procedures to maintain optimum working conditions and to coordinate this work with related and adjacent work.

1.9 WARRANTY

A. Warranty: Manufacturer’s limited door and operators System warranty for 10 years against delamination of polystyrene foam from steel face and all other components for 1 year and covered under General Conditions of Contract.

PART 2 PRODUCTS

2.1 INSULATED SECTIONAL OVERHEAD DOORS

A. Basis of Design:

1. 5200 Series Sectional Insulated Overhead Doors, 2501 S. State Hwy. 121, Suite 200, Lewisville, TX 75067. ASD. Tel. Toll Free: (800) 827-3667. Web Site www.wayne-dalton.com E-mail: info@wayne-dalton.com http://www.wayne-dalton.com/ http://www.wayne-dalton.com/

GENERAL REQUIREMENTS Page 24

2. 470 Series Insulated Steel Doors by Overhead Door Corp, 2501 S. State Hwy. 121, Suite 200, Lewisville, TX 75067. ASD. Tel. Toll Free: (800) 275-3290. Phone:

(469) 549-7100. Fax: (972) 906-1499. Web Site: www.overheaddoor.com. E-mail:

arcat@overheaddoor.com.

B. Insulated Steel Sectional Overhead Doors. Units shall have the following characteristics:

1. Door Assembly: Rigid steel construction; fully insulated on the inside face with continuous steel backing on the inside face. Fabricated with steel end stiles and tongue and groove sections.

a. Panel Thickness: Min 1-7/8”.

b. Exterior Surface:

1) Flush with non-repeating wood grain texture

2) Raised panel with non-repeating wood grain texture

c. Exterior Steel: .015 inch (.38 mm), hot dipped galvanized

d. Thermal values: R-value of 16.22; U-value of 0.0616.

e. Springs:

1) 50,000 cycles.

f. Insulation: Polystyrene.

g. Custom color to match adjacent siding.

2. Hardware: Galvanized steel hinges and fixtures. Ball bearing rollers with hardened steel races.

3. Lock:

a. Keyed lock.

4. Weatherstripping:

a. Flexible bulb-type strip at bottom section.

b. Flexible Jamb seals.

c. Flexible Header seal.

PART 14 – FIBERGLASS WINDOWS (SECTION 08 54 13)

1.01 SECTION INCLUDES

A. Factory fabricated fiberglass windows with fixed and operating sash.

B. Glazed by factory or on-site; including infill panels.

C. Operating hardware.

D. Insect screens.

1.02 RELATED REQUIREMENTS

A. Section 06 20 00 - Finish Carpentry.

B. Section 07 2500 - Weather Barriers: Sealing frames to water-resistive barrier installed on adjacent construction.

http://www.overheaddoor.com/ mailto:arcat@overheaddoor.com

GENERAL REQUIREMENTS Page 25

C. Section 07 9200 - Joint Sealants: Sealing joints between frames and adjacent construction.

1.03 REFERENCE STANDARDS

A. AAMA/WDMA/CSA 101/I.S.2/A440 - North American Fenestration Standard/Specification for Windows, Doors, and Skylights 2017.

B. AAMA 502 - Voluntary Specification for Field Testing of Newly Installed Fenestration

Products 2021.

C. ASCE 7 - Minimum Design Loads and Associated Criteria for Buildings and Other Structures

Most Recent Edition Cited by Referring Code or Reference Standard.

D. ASHRAE Std 90.1 I-P - Energy Standard for Buildings Except Low-Rise Residential

Buildings Most Recent Edition Adopted by Authority Having Jurisdiction, Including All

Applicable Amendments and Supplements.

E. ASTM E283/E283M - Standard Test Method for Determining Rate of Air Leakage Through

Exterior Windows, Skylights, Curtain Walls, and Doors Under Specified Pressure Differences

Across the Specimen 2019.

F. ASTM E331 - Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference 2000 (Reapproved 2016).

G. ASTM E783 - Standard Test Method for Field Measurement of Air Leakage Through Installed

Exterior Windows and Doors 2002 (Reapproved 2018).

H. ASTM E1105 - Standard Test Method for Field Determination of Water Penetration of

Installed Exterior Windows, Skylights, Doors, and Curtain Walls, by Uniform or Cyclic Static

Air Pressure Difference 2015.

I. ASTM E1332 - Standard Classification for Rating Outdoor-Indoor Sound Attenuation 2022.

J. ASTM E2112 - Standard Practice for Installation of Exterior Windows, Doors and Skylights

2019c.

K. FS L-S-125 - Screening, Insect, Nonmetallic 1972b, with Notice (1987).

1.04 ADMINISTRATIVE REQUIREMENTS

A. Preinstallation Meeting: Convene one week before starting work of this section.

1.05 SUBMITTALS

A. See Section 01 3323 – Submittal Procedures for submittal requirements.

GENERAL REQUIREMENTS Page 26

B. Product Data: Provide component dimensions, anchors, fasteners, glass, and internal drainage details.

C. Manufacturer's Certificate: Certify that products of this section meet or exceed specified requirements.

D. Grade Substantiation: Prior to submitting shop drawings or starting fabrication, submit one of the following showing compliance with specified grade:

1. Evidence of AAMA Certification.

2. Evidence of WDMA Certification.

3. Evidence of CSA Certification.

4. Test report(s) by independent testing agency itemizing compliance and acceptable to authorities having jurisdiction.

E. Field Quality Control Submittals: Report of field testing for water penetration and air leakage.

F. Warranty Documentation: Submit manufacturer warranty and ensure that forms have been completed in Contracting Officer's name and registered with manufacturer.

1.06 DELIVERY, STORAGE, AND HANDLING

A. Protect finished surfaces with wrapping. Do not use adhesive papers or sprayed coatings that…