14105 Specs.pdf

PRCF Roof Replacement Background/Statement of Work

Background- PRCF is a minimum-security facility located at 3600 13th Street, Baker City which opened November 9, 1989. PRCF serves as a transition and re-entry facility for DOC. The metal roof system is from original construction and after years of snow and ice amongst other elements has reached the end of its life span. Wall panels between the roof levels of Support building are no longer watertight and are also in need of replacement.

Project- This project is for complete roof replacement along with gutters, downspouts, skylights, snow retention system, and life/safety anchor system. The replacement of the wall panels between the roof levels of support building is also included in the scope of work for this project.

Included in the base bid is 5% replacement of wood deck, 6,375 sq ft.

PRCF - Roof Replacement 3600 13th St.

Baker City, OR 97814

FALL PROTECTION DEVICES

SECTION 07227

PART 1 – GENERAL

1.01 SUMMARY

A. Section Includes: Roof tie-down system of fall restraint and fall arrest for worker safety.

B. Related Sections:

a. Section 07 41 13

b. Section 08 62

1.02 REFERENCES

A. American Society for Testing and Materials (ASTM) B. American National Standard Institute (ANSI)

a. ANSI Z359.1-2007 – Safety Requirements for Personal Fall Arrest Systems, Subsystems and Components

b. ANSI Z359.6-2009 – Specifications and Design Requirements for Active Fall Protection Systems

C. Occupational Health And Safety Administration (OSHA)

a. OSHA 1926.502 – Fall Prevention Systems Criteria and Practices

1.03 SYSTEM DESCRIPTION

A. General: Provide structural fall restraint and fall arrest system capable of withstanding loads and stresses within limits and under conditions specified in OSHA and other applicable safety codes.

Provide fall protection system permanently attached to roof structure. Provide cable lifeline system to allow continuous travel between anchor points.

B. Design Requirements: Anchors and accessories comprising system of following types:

a. Anchor Posts, spaced as indicated by manufacturer, for safety snap connection by individual workers capable of withstanding a 5,000-pound load or safety factor of 2 meeting the requirements of OSHA 1926.502(d)(8).

b. Cable lifeline to pass through intermediate anchor attachment points, restrained at either end by steel shackle and cable fist grips; detaching and reattaching to the system at intermediate anchors required.

c. In-line shock absorber; 1 each for total lifeline span length up to 60’ and 2 each for total lifeline span length greater than 60’ and up to 100’.

C. Performance Requirements: System and components tested for the resistance of the following loads:

a. Fall Restraint: 4 Users

b. Fall Arrest: 2 Users

c. Design fall protection anchors to resist a 5,000-pound load applied in any direction at maximum anchor height or provide engineered system designed meeting the requirements of OSHA 1926.502(d)(8).

d. Design system to limit loads on horizontal lifeline anchors to 2,500 pounds.

1.04 SUBMITTALS

A. Product Data: For each type of device specified, including manufacturer’s standard fabrication details and installation instructions.

B. Shop Drawings: Show layout, profiles, and anchorage details. Shop drawings & calculations to be stamped by a Professional Engineer registered in the State in which the project is located.

C. Maintenance Data: Written instructions for maintenance of fall prevention safety devices to be included in the operation and maintenance manual.

D. In-house Test Reports: Indicate anchor fabrication compliance with performance requirements.

E. Signage: Provide laminated sign showing system layout and usage notes, to be installed at roof access locations.

1.05 QUALITY ASSURANCE

A. Manufacturer Qualifications: Firm having at least 10 years continuous experience in manufacturing fall safety equipment similar to systems specified and exhibiting records of successful in-service acceptability and performance. Firm must employ personnel dedicated to provide regularly scheduled Authorized and Competent Person Training courses as mandated by OSHA 1926 and 1910 for owner’s authorized safety personnel.

B. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in the jurisdiction where the Project is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed for installations of roof anchors that are similar to those indicated for this Project in material, design and extent.

C. OSHA Standards: Comply with Occupational Safety and Health Administration Standards for the Construction Industry 29 CFR § 1926.500 Subpart M (Fall Protection), and with applicable State Administrative Code safety standards for Fall Restraint and Fall Arrest.

D. Source Limitations: Obtain all roof anchors through one source from a single manufacturer.

E. Testing: Perform quality control tests for each system per manufacturer’s requirements.

1.06 COORDINATION

A. Contractor to coordinate installation of structural deck to meet requirements of roof anchor manufacturer.

a. Wood Deck: Minimum 3/4" CDX plywood or provided with additional deck reinforcing per manufacturer's instructions.

b. Other structural decks not listed above shall be approved by a Qualified Person.

B. Contractor to coordinate installation of structural deck reinforcements and anchorages to receive fall protection anchors.

C. Contractor to coordinate placement of roofing system, insulation and flashing to ensure water-tight integrity to roof.

1.07 WARRANTY

A. Provide manufacturer’s standard warranty to guarantee products will be free from defects for a period of 12 months. Warranty period shall become effective on date of substantial completion.

PART 2 – PRODUCTS

2.01 MANUFACTURER

A. Acceptable Manufacturer: Guardian Fall Protection Inc., 6305 South 231st Street Kent, WA; Contact: RJ Nevers, Email: rj@pmgsafety.com

B. Or approved equal.

2.02 MATERIALS

A. Anchor post: 2-1/2" schedule 80 pipe, galvanized steel (size as necessary for height).

B. Anchor U-bar: 5/8” diameter U-bar, galvanized steel.

C. Anchor base plate: galvanized steel.

D. Metal Energy Absorber Kit: galvanized steel.

E. Lifeline cable: 3/8” diameter, galvanized steel.

2.03 MANUFACTURED ASSEMBLIES

A. Galvanized Roof Anchors.

B. Metal Energy Absorber Horizontal Lifeline kit: Each kit consisting of 1 or 2 shock absorbers, 1 turnbuckle, 2 or 3 shackles, 6 cable fist grips, 2 thimbles, and 2 O-rings. Provide additional O-rings as recommended by manufacturer.

C. Lifeline: Continuous wire rope as tested by fall protection device manufacturer to permit worker mobility and safety.

2.04 FABRICATION

A. Fabricate work true to dimension, square, plumb, level, and free from distortions or defects detrimental to appearance and performance.

B. Prepare, treat and coat galvanized metal to comply with manufacturer's written instructions. Prepare galvanized metal by removing grease, dirt, oil, flux, and other foreign matter.

PART 3 – EXECUTION

3.01 EXAMINATION

A. Examine framing and substrate and verify conditions comply with structural requirements for proper system performance.

B. Proceed with installation of roof anchors only after verifying conditions are satisfactory.

3.02 INSTALLATION

A. General: Installation of Anchors and Lifeline system to be performed by contractor according to manufacturer’s instructions and recommendations.

3.03 ADJUSTMENT AND INSPECTION

A. Ensure all manufactured anchors have been installed in accordance with fall protection manufacturer’s engineering documentation and specifications.

B. Provide plan drawings with any deviations in anchor locations as installed.

PLASTIC GLAZED CLUSTER SKYLIGHT

SECTION 08620

PART 1-GENERAL

1.1 SUMMARY

A. This section includes the following:

1. Dome cluster skylight system. New skylights to fit existing curbs. Dimensions to be confirmed by the contractor.

B. Related Sections: The following sections contain requirements that relate to this section:

1. Division Seven Section “07 41 13” for detail flashing of skylights.

C. Refer to roofing system sections for roofing accessories to be built into the roofing system to accommodate work of this section.

1.2 PERFORMANCE REQUIREMENTS

A. General: Provide skylights capable of withstanding loads as defined by the local codes having jurisdiction where the skylights are to be installed without failure.

B. Structural Loads: Plastic glazed skylights must be adequate in thickness and configuration to meet 40 PSF positive load and a 20 PSF negative load.

1.3 SUBMITTALS

A. Product Data Sheet: For each type of skylight specified, include details of construction and installation, relative to applicable curb configuration.

B. Samples for Selection: Manufacturer’s color charts showing a full range of colors available for each type of skylight glazing and Aluminum Finish.

1.4 QUALITY ASSURANCE

A. Fire-Test-Response Characteristics: Provide glazing fabricated from sheets identical to those tested for the following fire-test-response characteristics, per ASTM test method indicated below, by UL or other testing and inspecting agencies acceptable to authorities having jurisdiction. Identify plastic sheets with appropriate markings of applicable testing and inspecting organization.

1. Self-Ignition Temperature: 651 deg F (343 deg C) or greater when tested per ASTM D 1929 on plastic sheets in the thickness intended for use.

2. Smoke density of 75 or less when tested per ASTM D 2843 on plastic sheets in the thickness intended for use.

3. Relative- Burning Characteristics: As follows, when tested per ASTM D 635:

a. Acrylic: Burning rate of 2.5 inches (64 mm) per minute or less when tested on plastic glazing indicated below with a nominal thickness of 0.060 inch (1.5 mm) or the thickness intended for use.

1.5 WARRANTY

A. General: Warranties specified in this section shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and shall be in addition to and run concurrent with other warranties made by the Contractor under requirements of the Contract Documents.

B. Skylight Warranty: Provide written warranty signed by manufacturer, agreeing to repair or replace work that exhibits defects in materials or workmanship and guaranteeing weather-tight and leak-free performance. “Defects” is defined as uncontrolled leakage of water and abnormal aging or deterioration.

1. Warranty Period: 5 years from date of Substantial Completion.

C. Plastic Warranty: Provide written warranty signed by manufacturer agreeing to repair or replace work that has or develops defects in the plastic. “Defects” is defined as abnormal aging or deterioration.

1. Warranty Period for Acrylic: 5 years from date of Substantial Completion against yellowing.

PART 2- PRODUCTS

2.1 MANUFACTURERS

A. Acceptable Manufacturer: Wasco part of the Velux Group, Wells, ME (800-388-0293).

B. Or approved equal.

2.2 MATERIALS

A. Curb Frame: Extruded aluminum alloy 6063-T5 (min.) ASTM B 221 (ASTM B 221 M) with minimum effective thickness of .094 inches. Provide integral condensation gutter system with corners fully welded for waterproof quality.

B. Retainer Frame: Extruded aluminum alloy 6063-T5 (min). ASTM B 221 (ASTM B 221 M) with minimum effective thickness of 0.60 inches.

C. Support Structure: Minimum 1 1/2" wide at perimeter and under all rafters and purlins. Purlins can be self-supporting, consult manufacturer for limitations.

1. Slope: Support structure must slope a minimum of 1/4" per foot in one direction.

2. Module size: Maximum of 8'-0" X 8'-0" grid for acrylic glazed units. Match existing.

D. Plastic Sheets: Monolithic, thermoformable, transparent (colorless and tinted) or translucent (white) sheets with good weather and impact resistant.

1. Acrylic: ASTM D 4802, thermo formable, and cold formable acrylic (methacrylate), Category C-2 or CC-2 Type UVA (formulated with ultraviolet absorber), with Finish 1 (smooth or polished), unless otherwise indicated.

E. Fasteners: Same metal as metals being fastened, or non-magnetic stainless steel or other non-corrosive metal as recommended by manufacturer.

2.3 PLASTIC SKYLIGHT SYSTEM

A. General: knocked down, curb-mounted skylight system consisting of plastic glazing, gasketing, aluminum frame designed to mount on separate curb with self-contained flashing.

B. Condensation Control: Fabricate skylight units with integral internal gutters and weeps to collect and dispose of condensation to the outside.

C. Shape and Size: to match existing size and profile.

D. Glazing:

a. Outer Glazing: Dome thermoformed:

i. Acrylic (Clear, bronze).

b. Inner Glazing: Dome thermoformed:

i. Acrylic (Clear, white).

2.4 FABRICATION

A. Framing Components: As follows:

1. Factory fit and assemble components.

2. Fabricate components that, when assembled, will have accurately fitted joints with ends coped or mitered to produce hairline joints free of burrs and distortion.

3. Fabricate components to drain water passing joints and to drain condensation and moisture occurring or migrating within skylight system to the exterior.

4. Fabricate components to accommodate expansion, contraction, and field adjustment, and to provide for minimum clearance and shimming at skylight perimeter.

5. Form shapes with sharp profiles, straight and free of defects or deformations, before finishing.

6. Fit and secure joints by heliarc welding.

2.5 ALUMINUM FINISHES

A. General: Comply with National Association of Architectural Metal Manufacturers (NAAMM) “Metal Finishes Manual” recommendations for application and designations of finishes.

B. Finish designations prefixed by AA conform to the system for designations of aluminum finishes established by the Aluminum Association.

1. Mill Finish: Manufacturer’s standard mill finish.

PART 3- EXECUTION

3.1 EXAMINATION

A. Examine substrates and conditions with installer present, for compliance with requirements for installation tolerances and other conditions affecting skylight performance.

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

3.2 PREPARATION

A. Metal Protection: As follows:

1. Where aluminum will contact dissimilar metals, protect against galvanic action by painting contact surfaces with primer or by applying sealant or tape recommended by manufacturer for this purpose.

2. Where aluminum will contact concrete or masonry, protect against corrosion by painting contact surfaces with bituminous paint.

3. Where aluminum will contact pressure-treated wood, separate dissimilar materials by methods recommended by manufacturer.

3.3 INSTALLATION

A. General: Comply with manufacturer’s written instructions for protecting, handling, and installing skylight components.

B. Coordinate with installation of roof deck and other substrates to receive skylight units.

C. Coordinate with installation of vapor barriers, roof insulation, roofing, and flashing as required to assure that each element of the work performs properly and that combined elements are waterproof and weather tight. Anchor units securely to supporting structural substrates, adequate to withstand lateral and thermal stresses as well as inward and outward loading pressures.

D. Counter Flashing: Where counter flashing is required as component of the skylight, install to provide an adequate waterproof overlap with roofing or roof flashing (as counter flashing). Seal with thick bead of mastic sealant, except where overlap is indicated to be left open for ventilation.

3.4 CLEANING AND PROTECTION

A. Clean exposed metal and plastic surfaces according to manufacturer’s instructions. Touch up damaged metal coatings.

END OF SECTION 08620

METAL ROOF PANELS

SECTION 074113

METAL ROOF PANELS

PART 1 GENERAL

1.1 SUMMARY SCOPE OF WORK

A. Remove the existing metal panels, underlayment, and accessories down to the wood deck and properly dispose of. Inspect wood deck for damage and replace (5% replacement to be included in base bid 6,375 sq ft.). Install self-adhering high-performance underlayment over wood deck. Install standing-seam metal assembly, R-Mer Shield or approved equal, in accordance with mfg. application guidelines. Install new box gutters and downspouts.

1.2 SECTION INCLUDES

A. Standing seam metal roofing system.

B. Standing seam metal roofing accessories.

1.3 REFERENCES

A. ASTM A 240 - Standard Specification for Chromium and Chromium-Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels and for General Applications.

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

C. ASTM A 792/A 792M - Standard Specification for Steel Sheet, 55% Aluminum-Zinc Alloy- Coated by the Hot-Dip Process.

D. ASTM A 875 - Standard Specification for Steel Sheet, Zinc-5 % Aluminum Alloy-Coated by the Hot-Dip Process

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

F. ASTM E 1592 - Standard Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference.

G. ASTM E 1646 - Standard Test Method for Water Penetration of Exterior Metal Roof Panel Systems by Uniform Static Air Pressure Difference.

H. ASTM E 1680 - Standard Test Method for Rate of Air Leakage Through Exterior Metal Roof Panel Systems.

I. ASTM E 2140 - Standard Test Method for Water Penetration of Metal Roof Panel Systems by Static Water Pressure Head.

J. ASCE 7 - Minimum Design Loads for Buildings and Other Structures.

K. UL 580 - Standard for Tests for Uplift Resistance of Roof Assemblies.

L. UL 790 - Standard Test Methods for Fire Tests of Roof Coverings.

M. UL 1897 - Uplift Test for Roof Covering Systems.

N. ICC-ES AC166 - Test Procedure for Wind Driven Rain Resistance of Metal Roof Coverings.

Baker City, OR 97814

METAL ROOF PANELS

O. SMACNA - Architectural Sheet Metal Manual.

P. National Coil Coating Association (NCCA)

Q. NRCA - The NRCA Roofing and Waterproofing Manual.

1.4 DESIGN / PERFORMANCE REQUIREMENTS

A. Standing Seam Roofing System: R-Mer Shield or approved equal

1. Thermal Expansion and Contraction:

a. Completed metal roofing and flashing system shall be capable of withstanding expansion and contraction of components caused by changes in temperature without buckling, producing excess stress on structure, anchors or fasteners, or reducing performance ability.

b. Design temperature differential shall be not less than 200 degrees F.

c. Interface between panel and toprail/clip shall provide for unlimited thermal movement in each direction along the longitudinal direction.

d. Location of metal roofing rigid connector shall be at roof ridge unless otherwise approved by the manufacturer. Metal ridge connector may require design as per job conditions by specified manufacturer.

2. Uniform Wind Load Capacity:

a. Installed roof system shall withstand negative (uplift) design wind loading pressures complying with the following criteria.

1) Design Code: ASCE 7, Method 2 for Components and Cladding.

2) Safety Factor: 1.67 after any load reduction or material stress increase.

3) Category III Building with an Importance Factor of 1

4) Wind Speed: 108 mph.

5) Ultimate Pullout Value: 475 pounds per each of the two fasteners holding the panel anchor to the roof decking or framing system.

6) Exposure Category: C

7) Design Roof Height: 20 feet.

8) Minimum Building Width: 100 feet.

9) Roof Pitch: 5 inches per foot.

10) Roof Area Design Uplift Pressure:

a) Zone 1 - Field of roof 28.2’ psf.

b) Zone 2 - Eaves, ridges, hips, and rakes 41.9 psf.

c) Zone 3 - Corners 57 psf.

b. ASTM E 1592: Capacity shall be determined using pleated airbag method in accordance with ASTM E 1592, testing of sheet metal roof panels. Allowable safe working loads shall be determined by dividing the ultimate test load by the safety factor specified above.

3. Uniform Positive Load Capacity.

a. Dead Load: Loading of the roof structure, due to tear off of existing, and/or installation of new roofing materials shall not exceed the present loading due to weight of the existing roofing system.

4. ASTM E 1680: Static pressure air infiltration (roof panels):

a. Pressure Leakage Rate:

1) 1.57 PSF 0.034 cfm/sq.ft.

2) 6.24 PSF 0.048 cfm/sq.ft.

3) 12.0 PSF 0.051 cfm/sq.ft.

4) 20.0 PSF 0.010 cfm/sq.ft.

5. ASTM E 1646: Static pressure water infiltration (roof panels):

a. Pressure Result:

1) 5 Gal. /Hr. per S.F. and Static No Leakage

2) Pressure of 12.0 Psf for 15 minutes

6. Capacities for gauge, span or loading other than those tested may be determined by

Baker City, OR 97814

METAL ROOF PANELS

interpolation of test results within the range of test data. Extrapolations for conditions outside test range are not acceptable.

1.5 SUBMITTALS

A. Submit under provisions found in contract requirements.

B. Product Data: Submit product data, test reports, and certifications in accordance with quality assurance and performance requirements specified herein.

C. Design Loads: Submit manufacturer's minimum design load calculations according to ASCE 7, Method 2 for Components and Cladding. In no case shall the design loads be taken to be less than those specified herein.

D. Dead Load Evaluation: Provide documentation from a licensed structural engineer of a structural evaluation of the roof structure and it's suitability for the new imposed roofing loads.

E. Shop Drawings: Prepared specifically for this project; showing dimensions of metal roofing and accessories, fastening details and connections and interface with other products.

F. LEED Submittals: Provide documentation of how the requirements of Credit will be met:

1. List of proposed materials with recycled content. Indicate post-consumer recycled content and pre-consumer recycled content for each product having recycled content.

2. Product data and certification letter indicating percentages by weight of post-consumer and pre-consumer recycled content for products having recycled content.

G. F. Selection Samples: For each finish product specified, two complete sets of samples representing manufacturer's full range of available colors and textures.

H. G. Verification Samples: For each finish product specified, two samples, minimum size 6 inches (150 mm) square, representing actual product, color, and textures.

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

J. I. Closeout Submittals:

1. Provide manufacturer's maintenance instructions that include recommendations for periodic checking and maintenance of installed roof system.

2. Provide executed copy of manufacturer's warranty.

1.6 QUALITY ASSURANCE

A. Manufacturer Qualifications: Manufacturer shall have in place a documented, standardized quality control program such as ISO-9001 approval.

B. Installer Qualifications: Certified and approved installer of the sheet metal roofing manufacturer.

C. Manufacturer to inspect installation twice per week and provide photo reports detailing installation application in accordance to specification.

D. Mock-Up: Provide a mock-up for evaluation of surface preparation techniques and application workmanship.

1. Finish areas designated by Owner.

2. Do not proceed with remaining work until workmanship, color, and sheen are approved by Architect.

3. Refinish mock-up area as required to produce acceptable work.

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METAL ROOF PANELS

1.7 PRE-INSTALLATION CONFERENCE

A. Convene a pre-roofing conference approximately two weeks before scheduled commencement of roofing system installation and associated work.

B. Require attendance of installers of deck or substrate construction to receive roofing, installers of rooftop units and other work in and around roofing which must precede or follow roofing work including mechanical work, Owner, roofing system manufacturer's representative.

C. Objectives include:

1. Review foreseeable methods and procedures related to roofing work, including set up and mobilization areas for stored material and work area.

2. Tour representative areas of roofing substrates, inspect and discuss condition of substrate, roof drains, curbs, penetrations and other preparatory work.

3. Review structural loading limitations of deck and inspect deck for loss of flatness and for required attachment.

4. Review roofing system requirements, Drawings, Specifications and other Contract

Documents.

5. Review and finalize schedule related to roofing work and verify availability of materials, installer's personnel, equipment and facilities needed to make progress and avoid delays.

6. Review required inspection, testing, certifying procedures.

7. Review weather and forecasted weather conditions and procedures for coping with unfavorable conditions, including possibility of temporary roofing.

8. Record conference including decisions and agreements reached. Furnish a copy of records to each party attending.

1.8 DELIVERY, STORAGE, AND HANDLING

A. Deliver materials in manufacturer's original, unopened, undamaged containers with identification labels intact.

B. Store materials protected from exposure to harmful environmental conditions and at temperature and humidity conditions recommended by the manufacturer.

1. Store materials above ground, on skids.

2. Protect material with waterproof covering and allow sufficient ventilation to prevent condensation buildup or moisture entrapment on the materials.

1.9 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 absolute limits.

1.10 WARRANTY

A. Warranty:

1. Warranty to be provided by same mfg. as modified bitumen section

2. 40-year, no dollar limit, warranty.

3. Provide installers 2-year warranty covering roofing system installation and water-tightness.

PART 2 PRODUCTS

2.1 MANUFACTURERS

Baker City, OR 97814

METAL ROOF PANELS

A. Acceptable Manufacturer: Garland Company, Inc. (The), which is located at: 3800 E. 91st St.; Cleveland, OH 44105; Contact: Travis Cox, Email: tcox@garlandind.com

B. Or approved equal.

2.2 STANDING SEAM METAL ROOFING

A. R-Mer Shield:

1. Standing Seam: 2-1/16 inch tall mechanically seamed with factory installed hot melt sealant in-seam cap. Panel/Cap is configured with a total of 4 layers of metal surrounding anchor clip and top rail.

2. Panel Profile: Provided with minimum 1-1/2 inches wide elevated mesa's every 2 inches on center continuous throughout panel. Stiffening ribs shall also be located in flat of panel next to the standing seam legs. Panel profile shall be symmetric in shape.

a. Slope: Open Purlins or Solid Substrate down to 1/4:12.

3. Panel material:

a. Galvalume steel, type AZ-55, smooth as per ASTM A 792, 22 gauge.

4. Flashing and flat stock material: Fabricate in profiles indicated on Drawings of same material, thickness, and finish as roof system, unless indicated otherwise.

5. Accessory Components:

a. Anchor Clips:

1) Concealed Standard Anchor Clips: Clips must be extruded aluminum ONE (1) piece clip with projecting legs for additional panel alignment and provision for unlimited thermal movement in each direction along the longitudinal dimension.

2) Top Rail shall be snap-in-place extruded aluminum retainer. The top rail shall be used as a 6-inch length aligned with each panel clip, or in continuous lengths spanning one or more wind uplift zones, as required by the manufacturer's testing data and project engineering calculations.

a) Two-piece clips are unacceptable.

b) Sealant applied in panel cap must be isolated from clip to ensure that no sealant damage occurs from the movement of the panel during expansion and contraction.

c) Clip must maintain a clearance of a minimum of 1/2 inch between panel and substrate for proper ventilation to help prevent condensation on underside of panel and eliminate the contact of panel fastener head to panel.

b. Fasteners:

1) Concealed fasteners: Corrosion resistant steel fasteners (zinc plated, stainless steel or equal) designed to meet structural loading requirements.

2) Exposed fasteners: Series 410 stainless steel fasteners or 1/8-inch diameter stainless steel waterproof rivets. All exposed fasteners shall be factory painted to match the color of the standing seam panels.

c. Closures: Factory precut closed cell foam meeting ASTM D 1056 or ASTM D 3575, enclosed in metal channel matching panels when used at hip, ridge, rake, and jamb.

d. Provide all miscellaneous accessories for complete installation.

e. Color:

1) Color #1103 Still Water from Garland Metal Systems Material

2) Approved equal

B. Or approved equal.

2.3 STANDING SEAM METAL ROOFING ACCESSORIES

A. Underlayment:

Baker City, OR 97814

METAL ROOF PANELS

1. 40 mil minimum high temp self-adhesive membrane, installed in accordance with manufacturer's recommendations.

a. R-Mer Seal

b. Or approved equal.

B. Bearing Plates:

1. Galvanized steel bearing plates 3 inches by 5 inches by 16 gauge, minimum.

2. Pre-punch with a hole pattern matching that of the panel anchor clips. Slotted holes are acceptable.

C. Sealant:

1. Concealed Applications: Non-Curing Butyl Sealant - Schnee-Morehead, Inc. SM5430

Acryl-R, or approved equal.

D. Gutters:

1. Box Gutters

a. 24 ga. steel

b. Shop fabricated

c. 5.5” x 5.5” gutters, 10’ lengths

d. Attachment methods per drainage calculations

e. Downspouts per drainage calculations

f. Color: Owner Selected

E. Clearstory Wall Panels:

1. Remove the existing siding on the clearstory wall sections and properly dispose of

2. Furnish and install new high-temperature underlayment

a. R-Mer Seal

b. Or approved equal.

3. Furnish and install furring strips or hat channels with appropriate materials

4. Furnish and install shop fabricated panels using 24ga. steel panels

a. Utilize J channels around windows and details

b. Windows, vents, and details to be “picture framed”

c. S-Lock Joints

5. Color: Owner Selected

PART 3 EXECUTION

3.1 EXAMINATION

A. Examine surfaces to receive metal roofing. Notify the Owner in writing of any defective conditions encountered. Starting of work shall constitute acceptance of such conditions.

B. Structural Deck Substrate:

1. Inspect roof deck to verify deck is clean and smooth, free of depressions, waves, or projections, and properly sloped.

2. Verify deck is dry and joints are solidly supported and fastened.

3. Verify wood nailers are installed and correctly located. Do not use pressure-treated wood containing salt-based preservatives or materials corrosive to steel.

C. Structural Framing Substrate:

1. Verify primary and secondary framing members are installed and fastened, properly aligned and sloped.

2. Verify damaged shop coatings are repaired with touch up paint.

D. Verify roof openings, curbs, pipes, sleeves, ducts, or vents through roof are solidly set, reglets are in place, and nailing strips located.

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METAL ROOF PANELS

E. Correct defective conditions before beginning work.

3.2 INSTALLATION

A. Install in conformance with the NRCA Roofing and Waterproofing Manual and Manufacturers installation requirements.

B. Remove and dispose of all shingles, underlayment, flashings, and associated accessories down to the substrate and properly dispose of in accordance with local jurisdiction

C. Form panel shape as indicated on Drawings, accurate in size, square, and free from distortion or defects.

D. Install underlayment and eave protection sheet underlayment as recommended by the Manufacturer.

E. Install all panels continuous from ridge to eave. Transverse seams are not permitted.

F. Panel lengths that exceed maximum shipping lengths shall be field rolled on equipment owned by the panel manufacturer. Seam sealant must be factory applied.

G. Exposed fasteners, screws and/or roof mastic are unacceptable and will be rejected. System configuration only allows for exposed fasteners at panel overlap, if required, and at trim details in accordance with the Manufacturer's requirements.

H. Where not otherwise indicated conform to SMACNA details including flashings and trim.

I. Install sealants, where indicated in the shop drawings, to clean dry surfaces only without skips or voids.

3.3 PROTECTION

A. Protect installed products until completion of project.

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

3.4 PERFORMANCE SCHEDULES:

A. Up to FM class I-210 with 4471 test procedure.

B. Roof system compliance with ASTM E 1592

C. Air infiltration test in accordance with ASTM E 1680

C. Water penetration test in accordance with ASTM E 1646

END OF SECTION