A04_SOW_Effigy_Mounds.pdf

EFFIGY MOUNDS NATIONAL MONUMENT

Harpers Ferry, IA

Replace Vinyl Siding, Soffit, and Exterior Doors and Windows on the Admin. and Resource Management Office

Buildings

PMIS 224220

PROJECT SPECIFICATIONS

NATIONAL PARK SERVICE

April 8, 2021

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

Section 01 10 00 - Division 01 Short Form General Requirements

PART 2 - SIDING, SOFFITS, TRIM, INSULATION, and ACCESSORIES

PART 3 - WINDOWS

PART 4 - EXTERIOR DOORS

PART 5 - OVERHEAD GARAGE DOOR

DOOR and WINDOW QUANTITIES LIST

BUILDING SITE MAP

PHOTOGRAPHS

SECTION 01 10 00

DIVISION 1 SHORT FORM GENERAL REQUIREMENTS

PART 1 – GENERAL

ITEM 1 - DESCRIPTION OF WORK

1.1 Background: Remodel building exteriors on the Administration and Resources Buildings. Increase building efficiency by replacing vinyl siding, soffit, exterior doors and windows, and one garage door.

Install new house wrap moisture barrier and extruded polystyrene board insulation on all exterior walls.

Repair any structural framing as encountered.

The new exterior coatings will be of an earth-tone color scheme, so as to blend into the landscape as best as possible.

1.2 Work Covered by the Contract Documents:

A. Project Location: Effigy Mounds National Monument, 151 Hwy. 76, Harpers Ferry, IA 52146

B. Work consists of: The work for this project consists of replacing siding, soffit, exterior windows and doors, and adding new house wrap moisture barrier and extruded polystyrene board insulation on all exterior walls.

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

D. Period of performance: Work shall be completed within 120 calendar days of contract award

ITEM 2 - EXISTING UTILITIES

2.1 Existing Utilities: No excavation foreseen with this contract, but the Contracting Officer and utility companies must be notified of proposed locations and times for excavation if encountered.

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 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:

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

2.3.2 Hours for Utility Shutdowns: Shutdowns shall not exceed 2 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. The Superintendent’s Compendium Of Designations, Closures, Permit Requirements and Other Restrictions Imposed Under Discretionary Authority can be provided upon request.

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 7 a.m. to 4 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. Do not disturb portions of project site beyond areas in which the Work is indicated.

B. Limits: Limit use of premises to areas immediately adjacent to the buildings (within 50 feet) under construction, the individual parking areas for each building, and the designated staging area in the Maintenance Complex Parking Lot.

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 unless previously discussed. Schedule deliveries to minimize use of driveways and entrances.

D. Limit site disturbance, including clearing of vegetation and earthwork to:

a. no earthwork disturbance will be allowed without prior clearance

b. 20 feet beyond building perimeter

c. 10 feet beyond surface walkways, patios, and surface parking.

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.

1. 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.

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

3. 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.

4. 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. Both building’s parking spaces and the west end of the Maintenance Complex 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.

C. Recycle construction debris and packaging materials when possible.

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.

3.10 Fire and Life Safety:

As a minimum, conduct one weekly 15-minute "toolbox" safety meetings. 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, MSDS/Safety Data Sheets (SDS) for each chemical.

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

ii. Maintain a spill emergency response kit.

iii. 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:

EARTHMOVING dB(A) MATERIALS HANDLING dB(A) Compressors 75 Pneumatic Tools 80 Pumps 75 Saws 75 Generators 75 Vibrators 75

C. Ambient Noise:

1. Maximum noise levels (dB) for receiving noise area at property line shall be as follows:

a. Residential receiving area :

Daytime: 65 dB Nighttime: 45 dB

b. Commercial/Industrial receiving area:

Daytime: 67 dB Nighttime: 65 dB

ITEM 4 - COMMENCEMENT, PROSECUTION, AND COMPLETION

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

(Block 11 of the SF 1442 or relevant section of the award document)

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 - ABBREVIATIONS

6.1 The list of abbreviations, which may be used in the Construction Specifications or Special Provisions, refer to the organizations and specifications of the organizations may be found at the below https://www.nps.gov/orgs/1671/do-business-with-us.htm

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 wear hard hats and other necessary personal protective equipment in good repair at all times. As a minimum, maintain four hard hats and all other 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 for 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.

https://www.nps.gov/orgs/1671/do-business-with-us.htm

5. Planning for possible emergency situations, such as explosions, fires, floods, power outages, and wind storms. 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 weekly 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 wear necessary protective equipment at all times.

A. PPE must meet requirements of applicable ANSI standards. Selection shall conform to OSHA 29CFR 1926 Subpart E.

B. It is the Contractor's responsibility to require all those working on or visiting the site to wear necessary PPE. All PPE will be serviceable at all times. At a minimum, maintain one set of PPE per employee and all other Accident Prevention Plan required equipment.

7.8 Hazardous Materials: It shall be the responsibility of all operators and contractors, 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 National Park Service Emergency Dispatch.

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, to the Contracting Officer, 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.

B. Submittal List: A submittal list has been attached to the end of this Specification Section. The intent is to provide an overall summary of submittal requirements and not a comprehensive list. The requirements of the individual Specification Sections, terms and conditions of the Contract still apply regardless of what is shown on the submittal list.

C. 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. Indoor Air Quality (IAQ) Management Plan.

11. Contractors Commissioning Plan.

12. Historic Preservation Treatment Plan.

13. 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.

1. 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.

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

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

C. Samples: Submit color palette samples to select finish colors for siding, soffit, doors, and windows.

1. Submit Samples CM-16 Transmittal Form according to Part 9.1 of this section to include one digital file (.PDF or .TIF) and physical samples of actual material to COR.

D. For submittals specified above, forward submittals to Contracting Officer at least 15 days before need for approval (depends on length of project).

E. 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 vendors.

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 electronic 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 process.

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 Description: The work of this section consists of providing temporary services required for Contractor's performance of the work of this Contract.

10.2 Fire Prevention and Protection:

A. Hazard Control: Take all necessary precautions to prevent fire during construction. Provide adequate ventilation during use of volatile or noxious substances.

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. 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 – PRODUCTS (NOT USED)

PART 3 – EXCUTION (NOT USED)

END OF SECTION

PART 2 SIDING, SOFFITS, TRIM, INSULATION, and ACCESSORIES

2.1 SECTION INCLUDES

Vinyl siding.

Vinyl soffits.

Accessories and trim.

2.2 REFERENCES

ASTM D7793 – Standard Specification for Insulated Vinyl Siding ASTM D 3679 - Standard Specification for Rigid Poly (Vinyl Chloride) (PVC) Siding.

ASTM D 4477 - Standard Specification for Rigid Poly (Vinyl Chloride) (PVC) Soffit.

ASTM D 5206 - Standard Wind load Resistance Test.

ASTM E 84 - Standard Test Method for Surface Burning Characteristics of Building Materials.

ASTM E 119 - Standard Test Methods for Fire Tests of Building Construction and Materials.

ASTM D7254 – Standard Specification for Polypropylene (PP) Siding ASTM C920; Standard Specification for Elastomeric Joint Sealants

ASTM C1193; Standard Guide for Use of Joint Sealants ASTM D882; Test Method for Tensile Properties of Thin Plastic Sheeting ASTM D1117; Standard Guide for Evaluating Non-woven Fabrics ASTM E84; Test Method for Surface Burning Characteristics of Building Materials ASTM E96; Test Method for Water Vapor Transmission of Materials ASTM E1677; Specification for Air Retarder Material or System for Framed Building Walls ASTM E2178; Test Method for Air Permeance of Building Materials

2.3 DESIGN/PERFORMANCE REQUIREMENTS

Regulatory Requirements: Code compliance in accordance with the following:

1. IBC and IRC

2. Florida Building Code

3. National Building Code of Canada 4.

PVC Fire Resistance: Provide vinyl siding products that meet or exceed the following ratings:

1. Flame Spread Index < 25, per ASTM E 84.

2. Fire endurance classification of 1 hour, per ASTM E 119 in a wall assembly.

2.4 SUBMITTALS

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.

Selection Samples: For each finish product specified, two complete sets of color chips representing manufacturer's full range of available colors and patterns.

Verification Samples: For each finish product specified, two samples, minimum size 12 inches (300 mm) long, representing actual product, color, and patterns.

2.5 QUALITY ASSURANCE

Installer Qualifications: Provide installer with not less than three years of experience with products specified.

2.6 DELIVERY, STORAGE, AND HANDLING

Store products in manufacturer's unopened packaging until ready for installation. Refer to manufacturer’s installation instructions for specific storage and handling requirements.

2.7 PROJECT CONDITIONS

Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits.

2.8 WARRANTY

Provide manufacturer's standard lifetime limited warranty on siding products, transferable to new owners.

PART 3 PRODUCTS

3.1 MANUFACTURERS

Acceptable Manufacturer: CertainTeed LLC, Alside, Royal Building Products, Georgia Pacific

Requests for substitutions will be considered on approved equals.

3.2 MATERIALS

1. Vinyl Siding, Soffit and Components: Provide products made of extruded polyvinyl chloride as specified in this section and manufactured to comply with requirements of

ASTM D 3679.

2. Provide elongated nailing slots on nailing flanges to allow for movement.

3. Factory-notch ends of horizontal panels to form overlapping joints.

4. Provide products that meet weathering requirements of ASTM D 3679.

a.

3.3 VINYL SIDING

1. Design: Double 4 inch to 5 inch Dutch Lap

2. Nail Hem: RigidForm 210 Technology Roll Over Nail Hem.

3. Lock: CertiLock self-aligning post formed positive lock.

4. Width: 10 inch (254 mm).

5. Length: 16 feet (4.88 m) plus or minus .025 inch (6 mm).

6. Average Thickness: 0.046 inch (1.17 mm).

7. Panel Projection: 3/4 inch (19 mm).

8. Panel Exposure: 5 inch (127 mm) plus or minus .062 inch (1.57 mm).

9. Maximum Warp (per 2 panels): 0.250 inch (6 mm).

10. Color: Approved Earth Tones b.

3.4 VINYL CARPENTRY SOFFITS

Universal T4 soffit, fully vented.

1. Design: Triple 4 inches (102 mm); fully vented, matte finish.

2. Width: 12 inches (305 mm) plus or minus .062 inch (1.57 mm).

3. Length: 12 feet (3.66 m) plus or minus) .025 inch (6 mm).

4. Average Thickness: 0.040 inch (1.0 mm).

5. Exposure: 4 inches (102 mm) single nailing hem.

6. Maximum Warp (per 2 panels): 0.250 inch (6 mm).

7. Ventilation: 5.85 sq. inches per sq. ft.

8. Color: White or Approved Earth Tones.

3.5 INSULATION

A. Extruded Polystyrene Board Insulation: Comply with ASTM C 578, Type [X, 15 psi minimum compressive strength, 1.30 lb/cu. ft. (21 kg/cu. m)] [IV, 25 psi minimum compressive strength, 1.55 lb/cu. ft. (26 kg/cu.m)] [VI, 40 psi minimum compressive strength, 1.80 lb/cu. ft. (29 kg/cu. m)] [VII, 60 psi minimum compressive strength, 2.20 lb/cu. ft. (35 kg/cu. m)] [V, 100 psi compressive strength, 3.00 lb/cu. ft. (48kg/cu. m)].

1. Thermal Resistance: (180 day real-time aging as mandated by ASTM C578, measured per ASTM C 518 at mean temperature of 75F): [ R-5.0, 5.6 ] per inch of thickness, with 90% lifetime limited warranty on thermal resistance.

2. Blowing Agent Formulation: Zero ozone depleting.

3. Edge Condition: [Square, Tongue & Groove, Ship-Lap].

4. Surface Burning Characteristics (ASTM E 84): Flame spread less than 25, smoke developed less than 450, certified by independent third party such as Underwriters Laboratories (UL).

5. Warranty: Limited lifetime warranty covering all ASTM C578 physical properties.

6. Panel Size: Provide 1” thick by 4 ft. wide by 8 ft. long.

3.6 WEATHER BARRIER

A. Basis of Design: spunbonded polyolefin, non-woven, non-perforated, weather barrier.

B. Performance Characteristics:

1. Air Penetration: <.004 cfm/ft2 at 1.57 psf, when tested in accordance with ASTM

E2178. Type I per ASTM E1677.

2. Water Vapor Transmission: 56 perms, when tested in accordance with ASTM E96-05, Method A.

3. Water Penetration Resistance: 250 cm when tested in accordance with AATCC Test

Method 127.

4. Basis Weight: 1.8 oz/yd2, when tested in accordance with TAPPI Test Method T-410.

5. Air Resistance: 1200 seconds, when tested in accordance with TAPPI Test Method T-

460.

6. Tensile Strength: 30/30 lbs/in., when tested in accordance with ASTM D882.

7. Tear Resistance: 8/6 lbs, when tested in accordance with ASTM D1117.

8. Surface Burning Characteristics: Class A, when tested in accordance with ASTM E84.

Flame Spread: 15, Smoke Developed: 15

9. Seam Tape: 2 or 3 inch wide.

3.5 FASTENERS

Provide galvanized or other corrosion-resistant nails as recommended by manufacturer of siding products.

PART 4 EXECUTION

4.1 EXAMINATION

Do not begin installation until substrates have been properly prepared.

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

4.2 PREPARATION

Examine, clean, and repair as necessary any substrate conditions which would be detrimental to proper installation.

Do not begin installation until unacceptable conditions have been corrected.

4.3 INSTALLATION

A. Install products in accordance with the latest printed instructions of the manufacturer.

B. Install products with all components true and plumb.

C. For Vinyl Siding: Nail horizontal panels by placing nail in center of slot. Nail vertical panels by placing first nail at top of top slot and remaining nails in center of slots. Drive nails straight, leaving 1/16 inch (1.6 mm) space between nail head and flange of panel. (NOTE:

Refer to CTS205 Installation Manual for latest installation recommendations) For Polymer Siding: Refer to CTS205 Installation Manual for latest installation recommendations

D. Allow space between both ends of siding panels and trim for thermal movement. Overlap horizontal panel ends one-half the width of factory pre-cut notches.

E. Stagger lap joints in horizontal siding in uniform pattern as successive courses of siding are installed.

F. Install J-channel and flashing to accommodate successive courses of vertical siding. Install wood shims at building corners to bring cut edges of vertical siding out to correct plane.

4.4 PROTECTION

Protect installed products until completion of project.

Touch-up, repair or replace damaged products before Substantial Completion.

4.5 CLEANING

At completion of work, remove debris caused by siding installation from project site.

PART 4 WINDOWS

4.1 SECTION INCLUDES

A. Vinyl Windows: Double-hung tilt windows.

4.2 REFERENCES

A. American Architectural Manufacturer Association (AAMA) (for use in non-HVHZ areas)

1. AAMA/WDMA/CSA 101/I.S.2 /A440 - North American Fenestration

Standard/Specification for windows, doors, and skylights (NAFS).

2. AAMA 307 - Specification for Laminates Intended for use on AAMA Certified Profiles.

a. 4.2.1 Muriatic Acid Resistance.

b. 4.2.1.1 Testing Methods.

1) Test per AAMA 613, Section 7.6.1.1.

c. 4.2.1.2 Performance Requirements.

1) Requirements per AAMA 613, Section 7.6.1.2.

d. 4.2.2 Mortar Resistance (24 Hour Pat Test).

e. 4.2.2.1 Testing Methods.

1) Test per AAMA 613, Section 7.6.2.1.

f. 4.2.1.2 Performance Requirements.

1) Requirements per AAMA 613, Section 7.6.2.2.

g. 4.3 Detergent Resistance.

h. 4.3.1 Testing Methods.

1) Test per AAMA 613, Section 7.7.1.

i. 4.3.2 Performance Requirements.

1) Requirements per AAMA 613, Section 7.7.2.

B. National Fenestration Rating Council (NFRC):

1. NFRC 100; Procedure for Determining Fenestration Thermal Properties.

2. NFRC 200; - Procedure for Determining Fenestration Product Solar Heat Gain

Coefficient and Visible Transmittance at Normal Incidence.

C. Florida Building Code Test Procedures (Miami-Dade TAS) (Non-Impact HVHZ):

1. TAS 202; Criteria for testing Impact and Non-Impact Resistant Building Envelope Components using Uniform Static Air Pressure.

D. ASTM International.

1. ASTM E90 – Laboratory measurement of Airborne Sound Transmission of Building

Partitions and Elements.

2. ASTM E1332 – Standard Classification for Rating Outdoor – Indoor Sound

Attenuation.

4.3 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: Submit shop drawings indicating details of construction, flashings and relationship with adjacent construction.

C. Selection Samples: For each factory-finished product specified, two complete sets of color chips representing manufacturer's full range of available finishes.

D. Verification Samples: For each factory-finished product specified, two samples, minimum size 6 inches (150 mm) square, representing actual finishes.

E. Design Data, Test Reports: Provide manufacturer test reports indicating product compliance with indicated requirements.

4.4 QUALITY ASSURANCE

A. Installer Qualifications: Minimum 2 years installing similar assemblies.

B. Certifications: AAMA certification label indicating assemblies meet the design requirements.

1. Pre-installation Meeting: Conduct pre-installation meeting on-site two weeks prior to commencement of installation.

4.5 DELIVERY, STORAGE, AND HANDLING

A. Deliver, store and handle materials and products in strict compliance with manufacturer's instructions and recommendations and industry standards.

B. Deliver and store assembly materials and components in manufacturer's original, unopened, undamaged containers with identification labels intact. Protect from damage.

4.6 PROJECT CONDITIONS

A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by Manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's recommended limits.

4.7 WARRANTY

A. Manufacturer's Standard Warranty: Assemblies will be free from defects in materials and workmanship from the date of manufacture for the time periods indicated below:

1. Basic Product Coverage - Window Unit: Commercial: 10 years

2. Glazing:

a. Insulated Glass: 10 years

b. Laminated Glass: 5 years.

c. Special Glazing: 5 years.

3. Colored Exterior: 10 years.

PART 5 PRODUCTS

5.1 MANUFACTURERS

A. Acceptable Manufacturer: JELD-WEN, PELLA, ANDERSEN B. Requests for substitutions will be considered on approved equals.

5.2 VINYL WINDOWS – GENERAL

A. Design Requirements

1. Provide windows capable of complying with requirements indicated, based on testing manufacturer’s window that are representative of those specified and that are of test size required by AAMA/WDMA/CSA 101/I.S.2/A440.

a.

2. Structural Requirements: Provide assemblies complying with requirements indicated:

a. Performance Class: R

b. Performance Grade: 15

3. NFRC Requirements: Provide assemblies complying with the following total window ratings:

a. U-Factor: .30 BTU/sq. ft x H x deg. F in accordance with NFRC 100.

b. Solar Heat Gain Coefficient (SHGC): .32 in accordance with NFRC 200.

B. Materials:

C. Laminate Exterior Finishes:

1. AAMA 303 – Voluntary Specification for Poly (Vinyl Chloride) (PVC) Exterior Profile Extrusions.

D. Finishes:

1. Interior Finishes:

a. Standard Vinyl:

b. Finish: White

2. Exterior Finishes:

a. Standard Vinyl:

b. Finish: White

5.3 VINYL WINDOW ASSEMBLIES

A. Frames and Sashes: Impact-resistant, UV-Stabilized PVC complying with

AAMA/WDMA/CSA 101/I.S.2/A440

B. Weatherstripping: Provide full weather stripping of each operable sash unless otherwise specified

C. Hardware:

a. Balance: Spiral Balance System

b. Lock: Style Cam Lock operated from the inside only

c. Finish: White

D. Glazing for Windows:

1. Glazing Type: Insulated glass.

a. Construction: Two panes of glass utilizing continuous roll formed stainless steel spacer an sealants.

b. Strength: Tempered glass

c. Glass Coating: Low-E 366, Low-E or Low-E 340

d. Air Space: Argon

E. Insect Screens

1. Screen Type: Screen (Standard).

a. Screen Mesh Type: Black, Charcoal or Gray Fiberglass screen set in painted roll formed aluminum or extruded frame.

b. Screen Options: Standard Screen Frame.

2. Frame Finish: Color match window frame extrusion.

3. Full or Half Screen: Full Screen.

F. Grilles for Windows:

1. Do not use Dividers/False Muntins on windows

PART 6 EXECUTION

6.1 GENERAL

A. Install windows in accordance with manufacturer’s installation guidelines and recommendations. All windows have P.E. certified anchor details and requirements.

6.2 EXAMINATION

A. Inspect window prior to installation.

B. Inspect rough opening for compliance with window manufacturer recommendations. Verify rough opening conditions are within recommended tolerances.

6.3 PREPARATION

A. Prepare windows for installation in accordance with manufacturer’s recommendations.

6.4 INSTALLATION

A. Insert window into rough opening:

1. Shim side jambs, head and sill straight.

2. Inspect window for square, level and plumb.

3. Fasten window in accordance with certified anchor drawing through shim (per anchor drawings) and into rough opening.

4. Test and adjust for smooth operation of window.

5. Ensure weep holes are clear of debris for proper drainage.

6. Caulk outside perimeter 7.

6.5 CLEANING

A. Clean the exterior surface and glass with mild soap and water.

6.6 PROTECTION

A. Protect installed windows from damage.

PART 4 EXTERIOR DOORS

4.1 SECTION INCLUDES

A. Steel entrance doors

4.2 REFERENCES

A. American Architectural Manufacturer Association (AAMA):

1. AAMA 1304 - Voluntary Specification for Forced Entry Resistance of Side-Hinged

Door Systems.

2. AAMA 506; Voluntary Specifications for Hurricane and Impact and Cycle Testing of

Fenestration Products.

B. ASTM International (ASTM):

1. ASTM E283 - Standard Test Method for Determining Rate of Air Leakage Through Exterior Doors Under Specified Pressure Differences Across the Specimen.

2. ASTM E330 - Standard Test Method for Structural Performance of Exterior Doors by Uniform Static Pressure Difference.

3. ASTM E331 - Standard Test Method for Water Penetration of Exterior Doors by Uniform Static Air Pressure Difference.

4. ASTM E547; Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Cyclic Static Air Pressure Difference.

5. ASTM E1886 - Standard Test Method for Performance of Exterior Doors by Missile(s) and Exposed to Cyclic Pressure Differentials.

6. ASTM E1996 - Standard Specification for Performance of Exterior Doors by Windborne Debris in Hurricanes.

C. Florida Building Code (FBC):

1. FBC 1626 - High-Velocity Hurricane Zones - Wind Loads.

2. TAS 201-94 - Impact Test Procedures.

3. TAS 202-94 - Criteria for Testing Impact and Non-Impact Resistant Building

Envelope Components Using Uniform Static Air Pressure.

4. TAS 203-94 - Criteria for Testing Products Subject to Cycle Wind Pressure Loading.

D. National Fenestration Rating Council (NFRC):

1. NFRC 100 - Procedure for Determining Fenestration Thermal Properties.

2. NFRC 200 - Solar Heat Gain Coefficient and Visible Transmittance.

E. National Fire Protection Association (NFPA):

1. NFPA 252 - Standard Methods of Fire Tests of Doors Assemblies.

F. Underwriters Laboratories, Inc. (UL)

1. UL 10B - Standard for Fire Test of Door Assemblies.

2. UL 10C - Standard for positive Pressure Fire Tests of Doors Assemblies.

G. Uniform Building Code Standard 7-2 (UBC):

1. UBC 7-2 - Fire Tests of Door Assemblies. (Note: Neutral pressure testing standard).

2. UBC 7-2 - Fire Test of Door Assemblies. (Note: Positive pressure testing standard).

H. Underwriters’ Laboratories of Canada (ULC):

1. CAN/ULC S104 - Standard Method for Fire Tests of Door Assemblies.

I. Window & Door Manufacturers Association (WDMA):

1. WDMA I.S.4 - Water Repellent Preservative Non-Pressure Treatment for Millwork.

2. Sponsored Hallmark Certification Program.

4.3 SUBMITTALS

1. Preparation instructions and recommendations.

2. Storage and handling requirements and recommendations.

3. Installation methods.

B. Shop Drawings: Submit shop drawings indicating details of construction, flashings and relationship with adjacent construction.

C. Verification Samples: For each factory-finished product specified, two samples, minimum size 6 in (150 mm) square, representing actual finishes.

D. Quality Assurance Submittals:

1. Design Data, Test Reports: Provide manufacturer test reports indicating product compliance with indicated requirements.

2. Manufacturer Instructions: Provide manufacturer's written installation instructions.

4.4 QUALITY ASSURANCE

A. Installer Qualifications: Minimum 2 years installing similar assemblies.

B. Certifications: NAMI certification label indicating assemblies meet the design requirements.

C. Pre-installation Meeting: Conduct pre-installation meeting on site.

4.5 DELIVERY, STORAGE, AND HANDLING

A. Deliver, store and handle materials and products in strict compliance with manufacturer's instructions and recommendations and industry standards.

B. Deliver and store assembly materials and components in manufacturer's original, unopened, undamaged containers with identification labels intact.

1. Protect from damage and exposure to direct sunlight during storage.

2. Store in a dry, well-ventilated area off the floor.

3. During storage, do not remove paper or cardboard placed between products for shipment.

C. Handling: Handle with clean hands and equipment. Lift and carry the products when moving them. Do not drag across one another.

4.6 PROJECT CONDITIONS

A. Maintain environmental conditions; temperature, humidity, and ventilation, within limits recommended by manufacturer for optimum results. Install only in vertical walls and when conditions are dry. Do not install products under environmental conditions outside manufacturer's recommended limits.

4.7 WARRANTY

A. Manufacturer's Standard Warranty: Assemblies will be free from defects in materials and workmanship from the date of manufacture for the time periods indicated below:

1. Door Slab: 10 Years.

2. Door System: 10 Years.

PART 5 PRODUCTS

5.1 MANUFACTURER

A. Acceptable Manufacturer: JELD-WEN, PELLA, ANDERSEN B. Requests for substitutions will be considered on approved equals.

5.2 STEEL ENTRANCE DOORS

A. Performance Requirements:

1. Fire-Rated Door Assemblies: Meet or exceed fire-protection ratings indicated when tested in accordance with the following: NFPA 252, UL 10B, UL 10C, and CAN/ULC S104, and UBC 7-2. Provide doors complying with specified requirements, based on testing manufacturer's doors representative of those specified: AAMA 1304, ASTM E283, ASTM E330, and ASTM E331.

2. Impact (Windborne-Debris) Resistance: Capable of resisting impact, in accordance with ASTM E1886 and ASTM E1996.

a. Provide doors tested in accordance with FBC Section 1626.

b. Provide doors tested in accordance with FBC, TAS 201, TAS 202 and TAS 203.

3. NFRC Requirements: Provide doors capable of complying with the following total door ratings:

a. U-Factor, in accordance with NFRC 100: .30 BTU/sq Ft x H x deg F

b. Solar Heat Gain Coefficient (SHGC), in accordance with NFRC 200: .32

B. Materials:

1. Wood Frames: Western Pine.

a. Preservative treated with AuraLast in accordance with WDMA I.S.4.

2. Steel Skins: Galvanized steel. 0.0195 in (0.495 mm) plus or minus 2 percent.

3. Steel Skins: Galvanized steel. 0.0175 in (0.444 mm) plus or minus 2 percent.

4. Stiles and Rails:

a. Wood Edge Construction: 1 in (25.4 mm) Laminated Veneer Lumber (LVL).

b. Steel Edge Construction: Galvanized Steel; 0.028 in (0.7 mm) continuous roll-formed steel.

5. Core: Custom-fitted Polystyrene.

6. Thickness: 1-3/4 in (44 mm).

a. Fire Rating: 20-90 minutes

7. Edge Construction: Wood or Steel

C. Door Design:

1. Door Surface: Smooth.

2. Door Shape: Squared Top.

3. Door Style: Half Glass

4. Face Pattern: Flush or simple tiered panel

5. Finish: Two-coats, low-sheen, baked-on enamel, White or other specified color.

6. Hardware: None. Prep door for owner supplied lockset.

5.3 GLAZING

A. Door Glazing:

1. Glazing Type: Insulated glass.

2. Construction: Two panes of glass utilizing continuous roll formed stainless steel spacer and dual seal sealants.

3. Strength: Tempered glass

4. Glass Coating: Low-E 366, Low-E or Low-E 340

5. Blinds Between the Glass: Raise, lower and tilt blinds, with all-in-one control.

PART 6 EXECUTION

6.1 EXAMINATION

A. Inspect doors prior to installation. Verify doors are suitable for installation B. Inspect rough opening for compliance with door manufacturer recommendations. Verify rough opening conditions are within recommended tolerances.

6.2 INSTALLATION

A. Install doors in accordance with manufacturer’s installation guidelines and recommendations.

B. Install Jamb Assembly:

1. Caulk sill along outside edge and 1/2 in (13 mm) in from edge of subfloor.

2. Set door unit into center of opening and tack in place.

3. Shim hinge then latch side jambs straight. Inspect jamb for square, level and plumb.

4. Shim and fasten top of unit where joins door jamb.

5. Fasten hinge side jamb to studs.

6. Verify door opens freely and weatherstrip meets door evenly.

7. Verify door sweep contacts threshold evenly.

8. Fasten latch side jamb to studs.

C. Install Transom:

1. Apply caulk on top of door head jamb.

2. Set transom jamb on door head jamb and fasten.

3. Shim transom straight. Inspect transom for square, level and plumb.

4. Fasten transom to studs.

D. Caulk outside perimeter of door unit between brickmold and wall face, along front side of threshold, and between jamb sides and threshold.

6.3 PROTECTION

A. Protect installed doors from damage.

PART 5 OVERHEAD GARAGE DOOR

5.1 SECTION INCLUDES

A. Insulated Steel Doors

B. Track and Framing

C. Hardware

5.2 REFERENCES

A. ASTM A 653/A 653M – Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated by the Hot-Dip Process.

B. ASTM B 209/209M – Specification for Aluminum and Aluminum-Alloy Sheet and

Plate.

C. ASTM B 221/221M – Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles and Tubes.

D. ANSI/DASMA 102-2011.

5.3 SUBMITTALS

1. Preparation instructions and recommendations.

2. Storage and handling requirements and recommendations.

3. Installation methods.

4. Operation and maintenance data.

5. Nameplate data and ratings for motors.

B. Shop Drawings: Include opening dimensions and required tolerances, connection details, anchorage spacing, hardware locations, and installation details.

C. Selection Samples: For each finish product specified, two complete sets of color chips representing manufacturer's full range of available colors and patterns.

5.4 WIND PERFORMANCE REQUIREMENTS

A. Design doors to withstand positive and negative wind loads as calculated in accordance with…