onduvilla · between the overlapping guides at eaves drive fasteners on top of the corrugations...

The Attractive Alternative to ShinglesONDUVILLA®

Product Information Binder


Table of Contents

Part 1Product Brochure

Part 2Color Samples

Part 3Installation Instructions

Part 4Additional Materials List

Part 5Sustainability

Part 6Test Results

Part 7Warranty Document

DIGITAL VERSION OF THIS DOCUMENT AVAILABLE AT:http://onduvilla-usa.com/onduvilla-documents.shtml

ONDUVILLA® is the perfect solution:n The premium look of tile at a cost similar to shingles

n A lifetime limited warranty

n Highest wind warranty in the industry. Material warrantied up to 150 mph winds

n Lightweight, time-tested design

n May be installed over shingles; no tear-off required


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Developed by a world-wide company with 70 years of experience in the roofing materials industry.

ONDUVILLA® delivers an attractive and distinctive appearance.

3

1

2

5

7

3

6

4

8

1 ONDUVILLA® Shingle

ONDUVILLA® System-Approved Fastener

Verge Piece

Slim Cap

2

3

4

Closure Cap

Foam Closure Strip (Eaves)

Foam Closure Strip (Ridge)

Apron (Option to #7)

5

6

7

8

ONDUVILLA® has a complete line of accessories

Elevate Roofing to New Dimensions™

4900 Ondura Drive, Fredericksburg, VA 22407Phone: 844.371.2345 FAX: 540.898.4991

onduvilla-usa.com©2016 Onduline North America, Inc. Printed in USA C-AF241C

Versatile Color Selection*

Beautify and protect your home with an ONDUVILLA® roofing system. Manufactured by Onduline, an established global leader in innovative residential roofing materials with 70 years of industry experience, ONDUVILLA® delivers superior weather protection and wind resistance compared to traditional shingles. When professionally installed, your ONDUVILLA® roofing system will withstand winds up to 150 miles per hour, guaranteed.


SLATE GRAY

FOREST GREEN

TERRACOTTA

EBONY BLACK

CLASSIC RED

SIENA BROWN

* Ask about availability of additional color options

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Technology certified through laboratory and field tests.

Overlapping guides provide accuracy of nail zones during installation

Onduline®SealSmart™

SealSmart™ TechnologyONDUVILLA® protects your home from leaks with dual technology: Elastic composite material closes firmly around each nail to form a permanent seal, while two embossed ridges block rainwater from penetrating between shingles.

Eco ResponsibleONDUVILLA is committed to a small carbon footprint and supporting LEED construction requirements. All roofing materials are manufactured with recycled, organic fibers. These fibers form a strong but lightweight felt core, which means less energy consumption in transportation.

The ONDUVILLA manufacturing process is ISO 9001-certified and complies with the strictest standards and regulations.

Complete Accessory Line

Slim Cap Closure Cap Verge Piece Apron Piece

Ring-shanked Nail Fastener

Flashing Band Screw FastenerOndulair Slim

Standard Ridge ONDUVILLA® Flashing Adapter

Foam closure strips

Pipe Flashing

ONDUVILLA®The Attractive Alternative to Shingles

TERRACOTTA


CLASSIC RED


FOREST GREEN


SIENA BROWN


SLATE GRAY


EBONY BLACK


TUSCANY RED

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ONDUVILLA®

I N S T A L L A T I O N I N S T R U C T I O N S

The Attractive Alternative to Shingles

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Even though ONDUVILLA® is easy to install, it is important to read through these instructions to understand how they apply to your roof. ONDUVILLA®, like all roofing materials, should be carefully installed. Take your time and closely follow these installation guidelines. If you require additional assistance, please feel free to call our support team at 800.777.7663 and one of our associates will be happy to help.

INSTALLATION INSTRUCTIONS

Warranty protection is only applicable when ONDUVILLA® shingles have been installed using ONDUVILLA® specific installation guidelines.

GENERAL INSTRUCTIONS: This guide addresses basic roofing practice and commonly occurring roof details for the installation of ONDUVILLA®. For additional information and details please call 800.777.7663 to speak with a representative or refer to the website, onduvilla-usa.com.

Consult state and local code requirements prior to installation. Follow all OSHA and governmental safety requirements during installation.

ROOF DECKS: Use minimum 3/8” (10mm) plywood or OSB decking as recommended by APA-The Engineered Wood Assn. (Refer to local code on framing and sheathing minimum requirements).

SLOPE: 2:12 minimum. For 2:12 up to 4:12, a double layer of underlayment is required. For 4:12 or greater, a single layer is required.

UNDERLAYMENT (LEAK BARRIER): Install ice and water leak barrier at the eaves in localities where leaks may be caused by water backing up behind ice or debris dams. Consult state and local code for minimum requirements.

UNDERLAYMENT (ROOF DECK PROTEC-TION): Underlayment is primarily used to separate a roof covering from the roof deck, shed water, and provide secondary weather protection for the roof area of the building. Install a minimum of one layer of ASTM D226, Type I No. 15 asphalt-saturated felt applied horizontally in shingle fashion integrated with ice and water leak barrier as required by code. Refer to manufacturer’s installation guidelines and fastening requirements. Synthetic underlayment can be substituted for No. 15 asphalt-saturated felt. Consult manufacturer for suitability and installation requirements.

FASTENERS: Use only ONDUVILLA® approved fasteners to attach shingles and accessories. Over driving fasteners will damage the shingle as well as create alignment issues of corrugations. Raised fasteners will interfere with the sealing of the shingle. Unless otherwise noted, shingle fasteners should be placed at apex of each corrugation and centered between the two overlapping guides.

VENTILATION: For optimal shingle life and to help prevent moisture issues, all roof structures must have proper ventilation to prevent entrapment of moisture-laden

air behind roof sheathing. Ventilation must be designed to meet or exceed current state or local code minimum requirements.

FLASHING: Corrosion-resistant flashing must be installed at wall and roof intersections, at gutters, whereever there is a change in roof slope or direction, and around roof penetrations to help prevent leaks.

The darker shaded area of the shingle should be placed at the top.

For correct overlap take care that overlapping guides of upper and lower shingles are aligned.

Only use ONDUVILLA® fasteners for shingles and accessories.

Fasten between overlapping guides unless otherwise noted in guidelines.

When using Closure Strips, position so that fasteners penetrating the shingle also pass through the closure strip.

Please use extreme caution on the roof to insure your personal safety at all times. Be sure that ladders and other such devices are safely positioned and properly secured. OSHA recommends the use of a safety harness when applying roofing. Protective eyewear is recommended when applying fasteners or using power tools. When walking on ONDUVILLA®, wear soft-soled shoes and place your feet on the flat area of the shingle. All roofing is slippery when wet, dusty, frosty or oily...avoid working or walking on the roof if any of these conditions exist. Working on the roof if windy conditions exist can be dangerous and should be avoided. And, like any asphalt product, refrain from walking on in high heat.

IMPORTANT SAFETY INFORMATION

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TABLE OF CONTENTS

Supporting structure ............................................................... 4Minimum pitch ........................................................................ 4Materials checklist ................................................................... 4Installation principles .............................................................. 5Fastening ................................................................................. 5Eaves ........................................................................................ 6Ridge for pitch below 10/12 .................................................... 7Ridge for pitch above 10/12 .................................................... 7Hip ........................................................................................... 8Valley ....................................................................................... 9Hips to ridge .......................................................................... 10Verge ..................................................................................... 10Sidewall ................................................................................. 11Headwall ................................................................................ 11Mono ridge to wall ................................................................ 12Ventilation ............................................................................. 13SPECIAL APPLICATION: ONDUVILLA® Flashing adapter .........14ONDUVILLA® System Diagram ...............................................15Accessories ............................................................................ 16

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Detailed ONDUVILLA® installation guide

SUPPORTINg STRUCTURE

MINIMUM PITCh: 2/12 FOR SOLId dECk

ONDUVILLA® can be installed on all standard roof structures.

Wooden deck (for example OSB)

ONDUVILLA® Fasteners

n Hammern Screw gun/screw drivern Measuring tapen Saw

n Utility knife n Safety gogglesn Chalk line

MATERIALS ChECkLIST

For residential applications, ONDUVILLA® should be installed over solid decking—usually plywood, wood boards, OSB, or planks—with a proper underlayment (felt).

Slope = amount of rise per runExample: 3-in rise per 12-in run = 3:12

Minimum slope required: 2:12

Run

RiseSlope

Ridge

Eave

5

INSTALLATION PRINCIPLES

FASTENINg

Start installation at eave. Overlap joints away from entrances and/or away from the point of greatest traffic. This will improve overall appearance.Position the dark strip “shadow line” at the top. Stagger each course at least one corrugation from previous piece. Different visual effects can be created by various staggers of 1, 2, or 3 corrugations. Ensure proper waterproofing by aligning the overlapping guides.

ONDUVILLA® is to be fastened at each overlap and corrugation with ONDUVILLA® Fasteners. Fasten the shingles following the order described, between the 2 overlapping guides. Do not fasten those corrugations that will be overlapped by the next shingle or Verge Piece until those pieces are in place.

Over fastened

Ok

Deformed

Overlappingguides

Half shingle6

Full shingle5

Half shingle3

Full shingle1

Full shingle4

Full shingle2

Dark strip positioned on the top 3D effect

X

1

X

1

3

1

3

4

2

4

5

X

2

2 X

X

1st Course-Start at either rake, shingle can be installed in either direction over properly prepared and installed sheathing, underlayment, ice and water leak barrier, and edge trim. Begin by installing first full shingle. Install shingle at rake positioning so that Verge Piece aligns with first corrugation on shingle. You may need to inset shingle 1/4” to 1/2” in order to align first corrugation with Verge Piece. If necessary overhang shingle no more than 1-1/2” over eave and drip edge trim. Closure Strips should be used to close corrugations. Fasten according to the fastening pattern in the fastening schedule. On first course, fasten above the upper alignment line to ensure penetration into the roof deck. Install additional shingles along eave by overlapping one corrugation and continue following fastener schedule to the opposite rake.

2nd course- Stagger each course a minimum of 1 corrugation from the previous course by cutting the shingle. Preferred method is to alternate full shingle first course and half shingle second course and continue alternating pattern. Align at the rake edge as before. Align the overlapping guide with the underlying shingle and fasten according to the fastener schedule. Continue installing to the rake edge. Continue up slope with additional courses as needed. Make sure that shingles are aligned correctly and running true following the desired stagger pattern. Make sure fasteners are not over driven as it will cause the shingle to deflect and not overlap correctly.

6

Drive fasteners on top of the corrugations between the overlapping guides

At eaves drive fasteners on top of the corrugations above the overlapping

guides

Closure Strips

12.5”

To be

staggered

10.625”

EAvES

Leave a space of 1/4’’ between the first corrugation and the rake line in order to provide for the correct fastening of the Verge Piece. (See Verge section on page 10.)

Shingles can be temporarily fastened using blind nailing method with standard roofing nails. Nail top of shingle in flat area between alignment guides with roofing nails following alignment and overlap install guidelines. Make sure temporary fastener is flush with shingle. Install ONDUVILLA® Fasteners as recommended.

Underlayment

Roof Deck (OSB)

Shingle can overhang 1’’ to 1-1/2”

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RIdgE FOR PITCh BELOw 10/12

1 The Apron Piece is installed on both sides of the roof to secure watertightness. At the verge, the Apron Piece has to be cut on site parallel to the last corrugation of the shingle.

2

At low pitches (below 4/12), soft fastening is recommended in order to avoid the possible deformation of the Slim Cap.

5 Foam closures can be fastened below the ridge piece, in order to prevent birds or other animals from entering the roof space.

6Install Closure Strips. Install Slim Cap over Apron Piece maintaining proper overlap and fastening schedule.

4

For pitches above 8/12, it is necessary to cut the flat part above the corrugations.

3

RIdgE FOR PITCh ABOvE 10/12

The Slim Cap can be used for pitches up to 10/12. Above that limit, the Standard Ridge piece should be used.

Verge Piece

1 Install Closure Strips. Install ridge fastening through corrugations.

Closure Strips

Standard Ridge piece

2

Gap for ventilation

Gap for ventilation

Cut the Apron Piece

Verge PieceVerge Piece

Gap for ventilation

Overla

p

Overlap

Slim Cap

Apron Piece

Soft �xing

Closure Cap

Slim Cap

Run shingles to ridge. Leave gap for ventilation if desired.

Closure Strip

8

hIP

Carefully cut shingles maintaining proper gap for ventilation.

Apply Flashing Band for the first 3’ of hips and then ONDULAIR SLIM membrane for rest of hip.

1 2

Fix the Slim Cap and Closure Cap always on top of the corrugations of ONDUVILLA® shingles. As per the ridge, soft fastening is recommended at low pitches.

3

Closure Cap

ONDULAIR SLIM Perforated aluminum self-adhesive tape, which provides additional water tightness and assists in the ventilation at hips and ridges.

9

vALLEY

Fillers cut from Closure Strips

Underlayment

Metal valley

Roof deck (OSB) 10” 10”

Ice and water shield

Roof deck (OSB)

Center full width of ice and water leak barrier in valley directly over sheathing. Install a minimum of 20” wide metal valley over ice and water leak barrier in 8’ to 10’ sections in shingle fashion overlapping a minimum of 6”. Preformed “w” style valley is preferred. Secure every 24” o.c. with cleats or large head nails. Seal nail heads with compatible sealant and run shingle underlayment. Install shingles, trimming to leave open valley. Install closure pieces to close corrugations, carefully fastening shingles to minimize penetrating metal valley.

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hIPS TO RIdgE

Secure the watertightness of the detail by applying self adhesive flashing material (Flashing Band.)

Apply a module consisting of 2 Slim Cap portions (to be fastened together using Flashing Band), cutting them at the right angle in accordance with the slope of the roof.

At the beginning of the roof, the Verge Piece simply overlaps the first corrugation of ONDUVILLA®.

In addition to the usual fastening on top of the corrugation, side fastening is also necessary to ensure against wind uplift. Side fastening comes first, then finalize with top fastening.

On the opposite side, the roof may not end with a corrugation. Cut shingle and install a 1” x 1” batten. Bend shingle onto batten and fasten the Verge Piece through the batten.

Cut the Slim Cap with an angle of 45° and fasten it. The ridge piece has to overlap the hips.

Overlappingstripes

Top fastening

Side fastening

Verge Piece

Flashing Band

Apron PieceApprox. 15-3/4”

45°

vERgE

2.4”

Gable end

1 2 3

1 2

2

1

3

Slim Cap

Slim Cap

11

Install ice and water leak barrier directly to sheathing and 4” up sidewall. Run shingle to the sidewall and trim to fit. Install metal flashing over last corrugation and onto ice and water leak barrier on sidewall. Fasten through metal and shingle corrugation and fasten flashing to sidewall. Flash top edge of metal on sidewall with self-adhesive flashing tape making sure to correctly shingle flashing, weather resistant barrier and cladding over metal flashing.

SIdEwALL METhOd 1

SIdEwALL METhOd 2

Install ice and water leak barrier to sheathing and 4” up sidewall. Install metal J channel a minimum of 4” up sidewall. Throat of metal J channel should be wide enough for last shingle corrugation to terminate into channel. Fasten through corrugation and ice and water leak barrier making sure not to fasten through metal J channel. Properly shingle metal J channel on side wall with weather resistant barrier and exterior cladding.

hEAdwALL

Run ONDUVILLA® shingles up slope to wall. Install Apron Piece on shingles at wall. Install Flashing Band and/or flashing metal, sealing top edge of Apron Piece to wall. Install wall covering over Flashing Band and top of Apron Piece.

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MONO RIdgE TO wALL

2 Apply a Standard Ridge piece and fasten it on both sides.

1 Install the Verge Piece. Install Closure Strips.

Verge Piece

Closure Strips Universal Ridge

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vENTILATION

Locate and position roof vent as recommended by manufacturer. Run shingles up slope to the desired location of vent.Position ONDUVILLA® Flashing Adapter with corrugations overlapping shingle. Use vent template to mark and cut out opening for vent in sheathing and the ONDUVILLA® Flashing Adapter. Make sure flange on the vent fits on the flat area of the adapter. Install vent per manufacturer’s recommendations setting vent flange in a continuous bead of compatible sealant.With vent in place, cut flat section of upper ONDUVILLA® Flashing Adapter to go around the throat of the vent. Where adapters overlap, run two parallel beads of sealant. Make sure to maintain proper overlap and alignment of adapter consistent with the shingles. Continue running shingles maintaining proper alignment and overlap.

All roofs require proper ventilation. This illustrates how to install a power vent.

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SPECIAL APPLICATION: ONdUvILLA® FLAShINg AdAPTER

Custom metal along bottom of curb and onto adapter. A: Bend metal flashing that will provide a minimum of 4’’ of coverage on the deck and 4’’ continuing up the wall of the curb/chimney. B: Install and seal corners and areas that will be overlapped as needed.

2

Placing adapter at base of curb, chimney, etc. A: Install shingles up to a maximum of 1 shingle height or 16’’ away from the curb base. B: Place adapter so that one full corrugation is on each side of the curb. C: Notch the flat portion of the adapter in order to keep it in line with the corresponding course of shingles. If curb is wider than 1 adapter, then a combination of 2 or more can be used. One adapter can be used on curb widths of up to 18’’; each additional adapter will add 24’’ of usable length.

1

Metal pan along sides of curb. A: Bend custom metal pan flashing to extend up the curb a minimum of 4’’ (if possible 6’’ is recommended). Metal should have a base that allows a 1/2’’ return to remain vertical under the first corrugation away from the curb. This pan will run from 6’’ beyond the top of the curb to 4’’ below the bottom corner. B: Cut and bend the metal at the corners to provide a water tight seal. C: At the overlaps, a seal should be applied to provide adequate protection. This should be repeated for each side of the curb.

3

Install back metal pan. A: Bend a metal pan that will correctly overlap aforementioned side pans and provide a minimum of 4’’ up the backside of the curb/chimney and a minimum of 12’’ on the deck. B: Install shingles and Closure Caps along back in such a way as to provide a minimum of 3’’ of non-covered flashing and a minimum of 6’’ clearance between fasteners and the backside of the curb/chimney.

4

The ONDUVILLA® Flashing Adapter can be used in a variety of locations on the roof in order to provide proper water tightness. This may include chimneys, ventilators, skylights or other roof penetrations.

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ONDUVILLA ® has everything you need all in one comprehensive solution! All visible accessories are designed with the same shingle material, including the ridge, hip and gable end. And you can benefit from a wide range of smart, functional accessories to deliver a professionally installed roof.

A complete system for a professionally installed roof

ONDUVILLA®, a complete roofing system

1

2

5

7

3

6

4

8

1 ONDUVILLA® Shingle

ONDUVILLA® System-Approved Fastener

Verge Piece

Slim Cap

2

3

4

Closure Cap

Foam Closure Strip (Eaves)

Foam Closure Strip (Ridge)

Apron (Option to #7)

5

6

7

8

16

Elevate Roofing to New Dimensions™

4900 Ondura Drive, Fredericksburg, VA 22407Phone: 800.777.7663 FAX: 540.898.4991

www.onduline-usa.com©2015 Onduline North America, Inc. Printed in USA K-AE263

PROdUCT dESCRIPTION dIMENSIONSM

OLd

Ed A

CCES

SOR

IES

Slim Cap Cap for ridge and hips, for roofs with a pitch up to 10/12. 41-1/2 x 7’’

Closure Cap Designed for the finishing of ridge and hip lines (pitch up to 10/12. 42 x 7’’

Apron Piece

Designed to provide watertightness and ventilation to the ridge line (Residential), for roofs with a pitch up to 8/12. Can also be used to seal the gap between ONDUVILLA® shingles and vertical wall abutment.

40-1/2 x 5-1/2’’

Verge PieceDesigned to provide a neat weatherproof seal at the edge of the roof. Can be used for both sides right/left.

41 x 4 x 4-1/2’’

OTh

ER A

CCES

SOR

IES

Standard RidgeUniversal solution for ridge and hip. Does not require additional waterproofing device. (ONDULAIr SLIM or foam Closure Strips recommended.)

35-1/2 x 19-1/2’’

ONDULAIr SLIMPerforated aluminum self-adhesive tape, which provides additional water tightness and assists in the ventilation at hips and ridges.

6” x 16’

Flashing BandAluminum self-adhesive flashing band with butyl adhesive, used for waterproofing around chimneys, walls, skylights and other abutments or transitions. No special tools required.

98 x 11-3/4”

Pipe FlashingPipe Flashing accessory used for cold or hot pipes protruding through roof. Can be used for other roof penetrations.

19-1/2 x 25” and 26-1/2 x 33’’

ONDUVILLA® Flashing Adapter

The ONDUVILLA® Flashing Adapter can be used in a variety of locations on the roof in order to provide proper water tightness. This may include chimneys, ventilators, skylights or other roof penetrations.

16 x 42”

Closure StripsAvailable in two styles: Vented or solid. Solid closure strips should be used whenever a watertight seal is necessary.

38 x 1 x 1”

ONDUVILLA® Screws Zinc-plated steel, Phillips head screw with EPDM washer. Color matched with ONDUVILLA colors. 2-7/8”

ONDUVILLA® Nails Galvanized steel, ring-shank nail with EPDM washer. Color matched with ONDUVILLA colors. 3” and 4”

Available in 6 designer colors

SLATE gRAY

FOREST gREEN

TERRACOTTA

EBONY BLACk

CLASSIC REd

SIENA BROwN

For more assistance with how to install an ONDUVILLA® roof, go to onduvilla-usa.com.

ONDUVILLA®


Additional Materials Required for Onduvilla Roof Installation

n Pipe Flashingswww.oatey.com/products/flashings/roof-flashings/retro-master-flash-roof-flashings or similar

n Valley Metal http://www.qualityedge.com/w-valley/ or similar with a minimum of 10 inches of flashing on each side of the valley.

n Flashing Metal (when not using Flashing Tape) The use of copper, 28 gauge clad steel, or a minimum of .019 coated aluminum is recommended. When using metal flashing it will have to be custom formed onsite.

n Self-Adhered Underlayments (for use along eaves, valleys or as local building code requires)https://grace.com/construction/en-us/roofing-underlayments/Grace-Ice-And-Water-Shield or similar is recommended

n UnderlaymentsMinimum of ASTM D226 Type II 30lb felt. Synthetic underlayments can be used but will void a class C fire rating.

n Drip Edge (Installed along the eaves or gutter line)http://www.qualityedge.com/perimeter-edge-flashing/ or something similar to the F8 or Asphalt Drip options shown is recommended.

n Sealant (for use at areas where Onduvilla meets metal)http://us.henry.com/roofing/mastics-and-cements/209-extreme-wet-patch-roof-leak-repair/

or similar

ONDUVILLA®


A Real Commitment to Sustainability

Our group values completely integrate sustainability

Onduline is committed to sustainability from the beginning to the end of the value chain:

A sustainable solution...

n Light weight

n Integrates recycled materials

n Eco-responsible process

n Designed to be easily and quickly installed

...improves building sustainability...

n Light weight roof, thus lighter support structure for building

n Easier transport and manipulation

n Fast installation

n Shared knowledge through training of building professionals

...and owner well being

n Faster use of the building

n Safety and protection

n Thermal and acoustical comfort

ONDUVILLA®


Our Objectives

n Provide well-being and comfort to end users for them to enjoy any weather

n Be recognized as a Green Solution by accredited organizations

Through the 3 dimensions of sustainability:

n Enable more business opportunities for our partners

n Support economic growth

n Keep improving our manufacturing process

n Offer environmentally- friendly solutions

n Contribute to people’s progress

n Share know how

n Provide comfort to end users

Environment Economy

People

ONDUVILLA®


Onduline offers solutions to protect people from any environment, from any weather, but also returns the favor to the environment with sustainable processes and products:

n Onduline’s carbon footprint presents 4066 g CO2/m2, the lower rate for our category

n Eco-responsible production — Plants 14001 certified, with a clear environmental management system

— Clean production process: closed water circuit, low energy use, no dangerous waste, recycling systems for gaseous emissions

— Use of natural pigments for coloration

— About 200,000 tons of material recycled each year

n Sustainable solutions — Asbestos free solutions always

— Light weight solutions, easy to carry and install (saves energy, transport costs; enables lighter structures or less concrete)

— Solutions that are designed to be quickly built, offering fast & reliable protection from rain

— Re-roofing solutions to avoid additional waste

— Acoustical and thermal comfort for the well-being of the end users

ONDUVILLA®


n Onduline plays an important role in economic development of more than 100 countries on the 5 continents

Onduline is a company that values its workers and respects the highest standards for the entire chain

n Cultural diversity: about 1600 people in 42 subsidiaries all around the world, 42 nationalities to be close to each market

n Shared knowledge and experience: training sessions to provide local people with necessary skills to install our systems and build their house or develop their business. 2016: more than 20,000 people trained in emerging countries

ONDUVILLA®


Certifications and Awards

Environmental Product Declaration (EPD): We are the first company who applied for an EPD for our bitumen corrugated product family. We thus created a Product Category Rule for Roofing and Wall Cladding (PCR) that will be the basis for all future EPD’s for all suppliers.

IBU (Institut Bau und Umwelt) / PE International, February 2013

Positive recognition and endorsements from industry organizations

Onduline’s carbon footprint: 4066 g CO2/m2. Our products are least emissive products, compared to other roofing solutions.

Pur Projet, March 2011

Recycled content: Onduline has received a VAR Confirmation report (VAR 1016) to process the recycled content of its solutions.

ICC-ES, June 2011

Max Feffer Culture & Sustainability Center in Brazil, recognized worldwide as an example of sustainable building, covered with ONDULINE® and ONDUCLAIR® solutions

Anamaco Prize in Brazil. Anamaco (association of all construction material retailers of Brazil) organizes research to reveal the most well known brand in many categories. Onduline got first place in the category “ecological tiles.”

ONDUVILLA®


Green Seal of Falcão Bauer in Brazil, a well known Brazilian construction material laboratory. This seal attests that we use 50% of recycled material for our products.

Onduline, member of “Ponto Verde”, a green society that recycles packaging wastes.

Onduline, member of “GECORPA” (Building resoration association) and ICOMOS PORTUGAL, both defend the “green building” concept.

ISOLINE recognized as “Green Product” by Malaysia Green Building Confederation (MGBC).

Onduline is member of National Green Building Councils in India and Indonesia, and Russia

Launch of a Green Roofing Award in Indonesia, in partnership with the Green Building Council Indonesia and other local associations

Russia: Eco-houses: Houses built with wood, insulated with straw and covered with Onduline (official supplier)

http://www.i-freedom.ru/

ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report.

Copyright © 2013 Page 1 of 4 1000

ICC-ES Evaluation Report DRAFT ESR-1957 Reissued May 1, 2013 This report is subject to renewal June 1, 2015.

www.icc-es.org | (800) 423-6587 | (562) 699-0543 A Subsidiary of the International Code Council ®

DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION

Section: 07 41 00—Roof Panels REPORT HOLDER: OFIC NORTH AMERICA INC. 4900 ONDURA DRIVE FREDERICKSBURG, VIRGINIA 22407 (800) 777-7663 www.ondura.com EVALUATION SUBJECT: ONDURA®/DURACOR® CORRUGATED ASPHALT ROOFING SHEET AND ONDURA®/DURACOR®, ONDUVILLA®, AND ONDUVILLA® FR CORRUGATED ASPHALT ROOFING TILE 1.0 EVALUATION SCOPE

Compliance with the following codes: ! 2015, 2009 and 2006 International Building Code® (IBC)

! 2015, 2009 and 2006 International Residential Code® (IRC)

Properties evaluated: ! Weather protection

! Wind resistance

! Durability

! Fire classification

2.0 USES

Ondura®/Duracor®, Onduvilla®, and Onduvilla® FR Corrugated Asphalt Roofing Sheet and Tile are used as either Class A, Class C or as nonclassified roof coverings when installed in accordance with this report.

3.0 DESCRIPTION

3.1 Ondura®/Duracor® Corrugated Asphalt Roofing Sheet:

A corrugated asphalt roofing sheet consisting of corrugated sheeting made from processed mineral and organic fibers and impregnated with bitumen (asphalt). The sheets are nominally 49 inches wide by 783/4 inches long by 0.123 inch thick (1245 by 2000 by 3.1 mm) and have a nominal

finished weight of 0.68 pound per square foot (3.32 kg/m2). The sheets have 13/8-inch-deep (35 mm) corrugations spaced at 4 inches (102 mm) on center, continuous along the length. The exposed surface is factory-finished with a paint surface coating in one of eight colors - white, tan, blue, black, brown, gray, red or green. 3.2 Ondura®/Duracor® Corrugated Asphalt Roofing

Tile: A corrugated asphalt roofing tile that is identical to the sheet described in Section 3.1, with the exception that the tiles are 193/4 inches long (502 mm).

3.3 Onduvilla® and Onduvilla® FR Corrugated Asphalt Roofing Tile:

Onduvlla® and Onduvilla® FR corrugated asphalt roofing tiles consist of corrugated sheeting made from processed mineral and organic fibers and impregnated with bitumen (asphalt). The sheets are nominally 15 ¾ inches wide by 42 inches long by 0.114 inch thick (400 by 1070 by 2.8 mm) and have a nominal finished weight of 0.60 pound per square foot (2.93 kg/m2). The sheets have 1 ½ -inch-deep (38 mm) corrugations spaced at 7 ½ inches (191 mm) on center, continuous along the length. The exposed surface is factory-finished with or without a paint surface coating in one of six colors – terracotta 3D, classic red 3D, forest green 3D, siena brown, slate grey, or ebony black. 3.4 Fasteners: OFIC nails used for installation of OFIC Ondura®/Duracor® sheets, and Ondura®/Duracor®, Onduvilla® and Onduvilla® FR tiles are ring-shanked type, fabricated from ASTM A 510, Grade 1006 or 1008, steel wire, with mechanically deposited zinc coating to a thickness of 2.0 mils [0.002 inch (0.05 mm)]. The nails have a 0.135-inch (3.4 mm) shank diameter and a 7/16-inch (11.1 mm) head diameter.The nails have a 1/8-inch-thick-by-5/8-inch-diameter (3.2 by 15.9 mm) EPDM rubber washer attached below the nail head. Nails are a minimum of 2 ¾-inch-length (70 mm) for ½ inch (12.5 mm) penetration into code complying sheathing. Screws of minimum a 0.135-inch (3.4 mm) shank diameter and a 7/16-inch (11.1 mm) head diameter with greater than inch (12.5 mm) penetration into code complying sheathing are approved for use when installed in accordance with

ESR-1957 | Most Widely Accepted and Trusted Page 2 of 4

Section 2.1.3 of this report..

3.5 Ridge Caps: A wide ridge cap and a narrow ridge cap are manufactured from the same material as the sheet and tile, without the corrugations. Both ridge caps are 783/4 inches length (2000 mm), with the wide ridge cap having a width of 19 inches (483 mm) and the narrow ridge cap having a width of 121/2 inches (318 mm).

4.0 DESIGN AND INSTALLATION 4.1 General: Installation of the corrugated asphalt roofing sheets and Tiles must comply with this report and the manufacturer’s published installation instructions. The manufacturer’s published installation instructions must be available at the jobsite at all times during installation.

The roofing sheets and tiles must be installed on roofs with a minimum slope of 2:12 (17 percent). The sheets and tiles must be installed over solid or closely fitted, minimum 15/32-inch-thick (11.9 mm) exterior grade plywood complying with U.S. DOC PS-1 or PS-2, or 7/16-thick (11.1 mm) OSB sheathing complying with U.S. DOC PS-2, covered with a minimum of one layer of asphalt-saturated felt underlayment complying with ASTM D 226, Type II (No. 30), except where roof fire classification is required. This installation should be done in accordance with Section 4.2 of this report.

In areas where there has been a history of ice forming along the eaves, causing a backup of water, an ice barrier must be provided in accordance with 2009 IBC Section 1507.5.4, 2006 IBC Section 1507.5.3 or IRC Section R905.4.3.1. The ice barrier must extend from the eave to a distance of at least 24 inches (610 mm) inside the exterior wall line of the building.

The sheets and tiles must be installed with a minimum side lap of one corrugation. The minimum end (head) lap must be 7 inches (178 mm) for Ondura®/Duracor® sheets. The minimum end (head) lap must be 5 ¾ inches (146 mm) for Ondura®/Duracor® tiles. The minimum end (head) lap must be 3.5 inches (89 mm) for Onduvilla®, and Onduvilla® FR tiles. Ridge caps, hip covers and valley flashing must be installed in accordance with the manufacturer’s published installation instructions. Other flashing must be installed in accordance with IBC Section 1503.2 and IRC Section R903.2.

4.1.1 Ondura®/Duracor® Corrugated Asphalt Roofing Sheet: Starting at the eave, the sheets are fastened at the corrugation crowns through the underlayment to the roof sheathing with the Ondura®/Duracor® nails described in Section 3.3. The fasteners must be of sufficient length to penetrate a minimum of 3/4 inch (19 mm) into the sheathing or through the sheathing, whichever is less. See Figure 1 for nailing pattern and Table 1 for wind uplift resistance and nailing pattern.

4.1.2 Ondura®/Duracor® Corrugated Asphalt Roofing Tile: Starting at the eave, the tiles are fastened through the underlayment to the roof sheathing with fasteners of sufficient length to penetrate a minimum of 3/4 inch (19 mm) into the sheathing or through the sheathing, whichever is less. See Figures 2 and 3 for nailing pattern

and Table 2 for wind uplift resistance and nailing pattern. Nails placed at tile crowns must be the Ondura®/Duracor® nails described in Section 3.3. Nails placed in the tile valleys at the underlaps, when required, must be corrosion-resistant, with a 0.125-inch (3.2 mm) shank diameter and a 0.410-inch (10.4 mm) head diameter.

4.1.3 Onduvilla®, and Onduvilla® FR Corrugated Asphalt Roofing Tile: Starting at the eave, the tiles are fastened through the underlayment to the roof sheathing with fasteners of sufficient length to penetrate a minimum of of 3/4 inch (19 mm) into the sheathing or through the sheathing, whichever is less. See Figure 4 for nailing pattern and Table 2 for wind uplift resistance and nailing pattern. Nails placed at tile crowns must be as described in Section 3.4. Nails placed in the tile valleys at the underlaps, when required, must be corrosion-resistant, with a 0.125-inch (3.2 mm) shank diameter and a 0.410-inch (10.4 mm) head diameter.

4.2 Roof Classification:

4.2.1 Ondura®/Duracor® Corrugated Asphalt Roofing Sheet and Tiles: When installed in accordance with this report, roof covering systems consisting of the Ondura®/Duracor® Corrugated Asphalt Roofing Sheet or Ondura®/Duracor® Corrugated Asphalt Roofing Tile, underlayment and solid or closely fitted plywood or OSB sheathing, have a Class C roof classification in accordance with IBC Sections 1505.1 and 1505.4 or IRC Section R902.1.. 4.2.2 Onduvilla® Corrugated Asphalt Roofing Tiles: When installed in accordance with this report, roof covering systems consisting of the Onduvilla® Corrugated Asphalt Tile, underlayment and solid or closely fitted plywood or OSB sheathing, have a Class C roof classification in accordance with IBC Sections 1505.1 and 1505.4 or IRC Section R902.1. 4.2.2 Onduvilla® FR Corrugated Asphalt Roofing Tiles: When installed in accordance with this report, roof covering systems consisting of the Onduvilla® FR Corrugated Asphalt Tile, two layers of mechanically secured GAF Versashield® Solo™ underlayment and solid or closely fitted plywood or OSB sheathing, have a Class A roof classification in accordance with IBC Sections 1505.1 and 1505.4 or IRC Section R902.1. 4.3 Wind Uplift Resistance:

See Tables 1 and 2 for allowable wind uplift resistance and corresponding nailing patterns. 4.4 Reroofing:

Reroofing must comply with the requirements in Section 4.4.1 (Replacement) or Section 4.4.2 (Recovering), as applicable. 4.4.1 Replacement: Prior to application of the sheets or tiles, the existing roof covering and underlayment must be completely removed. Any damaged sheathing must be replaced. The sheets or tiles, and underlayment, must be installed as described in Section 4.1 of this report.

4.4.2 Recovering: The sheets or tiles may be installed over existing asphalt shingle roofs, provided the requirements of IBC Section 1510 or IRC Section R907, as applicable, are met. When installed over an existing asphalt shingle roof with either a Class A or Class C roof


classification, the composite assembly is considered a Class C roof covering.

5.0 CONDITIONS OF USE

The Ondura®/Duracor®, Onduvilla® and Onduvilla® FR

Corrugated Asphalt Sheet and Tile roofing products described in this report comply with, or are suitable alternatives to what is specified in those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 Installation must comply with the applicable code, the

manufacturer’s published installation instructions and this report. The instructions within this report govern if there are conflicts between the manufacturer’s installation instructions and this report.

5.2 The roofing sheets and tiles are manufactured in under a quality control program with inspections by ICC-ES.

6.0 EVIDENCE SUBMITTED

6.1 Data in accordance with the ICC-ES Acceptance Criteria for Corrugated Asphalt Roofing Sheets and Tiles (AC330), dated April 2006 (editorially revised May 2011).

6.2 Report of fire classification testing in accordance with ASTM E 108.

7.0 IDENTIFICATION

The Ondura®/Duracor®, Onduvilla®, Onduvilla® FR Corrugated Asphalt Roofing Sheets and Tiles described in this report are identified by a label on each sheet or tile bearing the manufacturer’s name (OFIC North America Inc.), the product name, the manufacturing location, the roof fire classification (Class A, Class C), the name of the inspection agency (ICC-ES) and the evaluation report number (ESR-1957).

TABLE 1—MAXIMUM ALLOWABLE WIND DESIGN PRESSURES FOR ONDURA®/DURACOR® SHEETS

NAILING PATTERN1 PRODUCT SYSTEM

NUMBER SUBSTRATE Starter Row, End (Head) Laps

and End Row Field of Sheet

DESIGN WIND UPLIFT

PRESSURE (psf)

Ondura® / Duracor® 3

Min. 15/32-inch-thick exterior grade

plywood

One at each corrugation crown

One at each valley under lap,

41/2 inches from end of tile; one at

corrugation crowns marked X

as shown in Figure 2

47



plywood



marked X as shown in Figure 3

54

For SI: 1 inch = 25.4 mm; 1 psf = 4.88 kg/m2. 1See Figure 1 for illustration.


SYSTEM 1 SYSTEM 2

FIGURE 1―TYPICAL NAILING PATTERN FOR ONDURA®/DURACOR® SHEETS (SEE TABLE 1)

For SI: 1 inch = 25.4 mm.


TABLE 2—MAXIMUM ALLOWABLE WIND DESIGN PRESSURE FOR ONDURA®/DURACOR®, ONDUVILLA® AND ONDUVILLA® FR

TILES

NAILING PATTERN1 PRODUCT SYSTEM

NUMBER SUBSTRATE Starter Row, End (Head) Laps

and End Row Field of Sheet

DESIGN WIND UPLIFT

PRESSURE (psf)



plywood


One at each valley under lap,

41/2 inches from end of tile; one at



47



plywood



marked X as shown in Figure 3

54

Onduvilla® and Onduvilla® FR 5

Min. 15/32-inch-thick oriented strand

board or exterior grade plywood


1 ¾ inches from end of tile; one at



70

For SI: 1 inch = 25.4 mm; 1 psf = 4.88 kg/m2. 1See Figure 2 for System No. 3 and Figure 3 for System No. 4.


FIGURE 2―TYPICAL NAILING PATTERN FOR ONDURA®/DURACOR® TILES (SEE SYSTEM NO. 3, TABLE 2)



FIGURE 3―TYPICAL NAILING PATTERN FOR ONDURA®/DURACOR® TILES (SEE SYSTEM NO. 4, TABLE 2)

8385 White Oak Avenue Rancho Cucamonga, CA 91730

909.483.0250 ph. | 909.483.0336 fx.

Page 1 of 23

THIS REPORT IS THE CONFIDENTIAL PROPERTY OF THE CLIENT ADDRESSED. THE REPORT MAY ONLY BE REPRODUCED IN FULL. PUBLICATION OF EXTRACTS FROM THIS REPORT IS NOT PERMITTED WITHOUT WRITTEN APPROVAL FROM QAI. ANY LIABILITY ATTACHED THERETO IS LIMITED TO THE FEE CHARGED FOR THE INDIVIDUAL PROJECT FILE REFERENCED.

THE RESULTS OF THIS REPORT PERTAIN ONLY TO THE SPECIFIC SAMPLE(S) EVALUATED.

WWW.QAI.ORG [email protected]

CLIENT: OFIC North America Incorporated 4900 Ondura Drive Fredericksburg, Virginia 22407

Test Report No: RJ3539-1 Date: June 1, 2015 SUBJECT: Performance Testing on Corrugated Asphalt Roofing Tiles. SAMPLE ID: 1) Onduvilla Anthracite Black Tiles 2) Onduvilla Slate Grey Tiles 3) Onduvilla Florentino 3D Tiles Photographs of each of the three types of colored roof tiles are provided in the

appendix of this report. SAMPLING DETAIL: The samples were randomly selected by a QAI representative at the client’s

manufacturing facility located at Poligono Industrial El Campillo II, P12, APTDO 25, 48500 Gallarta, Spain on November 21, 2014. QAI documented the materials and manufacturing procedures in accordance with ICC-ES AC85, Section 3.1.

DATE OF RECEIPT: Samples were received at QAI Laboratories on December 1, 2014, 2015. TESTING PERIOD: May 18 thru 29, 2015. AUTHORIZATION: QAI Test Proposal FB-2014-091001-R1 dated September 22, 2014, signed by Paul

Nelson of OFIC North America Incorporated on September 23, 2014. TEST REQUESTED: Performance testing in accordance with ICC ES Acceptance Criteria for Corrugated

Asphalt Roofing Sheets and Tiles, AC330, Approved April 2006. Detailed test methods and procedures are provided on subsequent pages of this report.

TEST RESULTS: Detailed test results are provided on subsequent pages of this report. Prepared By Signed for and on behalf of

QAI Laboratories Inc.

Larry Burmer Matt Lansdowne Project Leader-Physical Testing Business Manager

Client: OFIC North America Incorporated Report No: RJ3539-1

Date: June 1, 2015 Page 2 of 23




TABLE OF CONTENTS

Wind Resistance Test…………………………………………………………………………………….…Pages 3-4 Transverse Load Resistance Test...………………………………………………………………………Pages 5-11 Concentrated Load Resistance Test..…………………………………………………………………..Pages 12-15 Accelerated Weathering Test…………………………………………………………………………………Page 15 Wind Driven Rain Resistance Test.……………………………………………………………….……Pages 16-17 Fire Classification Test…………………..……………………………………………………………….……Page 17 Appendix..………..…………………..……………………………………………………………….……Pages 18-23






WIND RESISTANCE TEST PER SECTION 3.1 OF ICC ES AC 330 Test Specimen Construction Detail One roof deck measuring approximately 10 feet high by 10 feet wide was constructed for the test. The roof deck consisted of 2 x 4 SPF wood rafters spaced 24 inches on center, 15/32 -inch thick Exposure 1 Oriented Strand Board (OSB), one layer of #30 roofing felt and Onduvilla Corrugated Asphalt Roofing Tiles. The 2 x 4 wood rafters were secured to 2 x 4 wooden end plates using four 16d common nails, two at each end of the rafter. The 15/32 -inch thick Exposure 1 OSB sheathing was secured to the rafters with 6d ring shank nails. The nails were spaced 6 inches on center around the perimeter of the roof deck and 12 inches on center in the field of deck. The Onduvilla Corrugated Asphalt Roofing Tiles were installed over the weather resistive barrier following the manufactures installation instructions. The Onduvilla Corrugated Asphalt Roofing Tiles were secured to the OSB sheathing with Onduvilla Fasteners measuring approximately 2¾” long by 0.125-inch in diameter with a 0.395-inch diameter Phillips Oval Head and 0.636-inch diameter plastic washer which allowed for a minimum ¾” penetration through the sheathing. The screws were located at each corrugation approximately 8” on center and 1¾” from the edge of the tile. In order to achieve a positive uniform load across the underside of the roof tiles, a 4 mil thick plastic sheet was placed between the roofing felt and OSB sheathing and sealed around the perimeter of the test deck. Holes were drilled in the OSB sheathing under each course and through each rafter to allow air to be applied uniformly to the plastic sheathing. The back of test assembly was sealed with ½-inch thick plywood to provide for an air tight test assembly. A photograph of the test assembly is provided in the appendix of this report.

Test Procedure Testing was conducted in accordance with UL 1897 Uplift Tests for Roof Covering Systems March 11, 2004. A positive (uplift) test pressure of 1-inch water column (5.2 psf) was applied to the underside of the roof panels for one minute and observations recorded. The test pressure was then increased in 1-inch water column (5.2 psf) increments until failure of roof assembly was observed. Test Requirements A) Fasteners shall maintain the securement of the fastened component. B) The roof panels shall show no evidence of progressive delamination or bubbling from within or between

any of the components of the assembly. C) The roof panels shall show no evidence of tearing, cracking, rupture or other evidence of opening of the

roofing system.






WIND RESISTANCE TEST PER SECTION 3.1 OF ICC ES AC 330 (CONT.) Test Results At a test pressure of 14.4 inches of water column or 75 psf, the OSB sheathing, which was nailed to the wood framing, separated from the framing resulting in failure of the test assembly. The maximum pressure that the roof assembly withstood for 1 minute without failure was 13.5 inches of water column or 70 psf*. This would be considered the ultimate test load of the roof deck. A photograph of the mode of failure is provided in the appendix of this report. *Note: 70 psf would be equivalent to a basic wind speed of approximately 167 MPH. Observations The fasteners maintained the securement of the fastened component up to a test pressure of 13.5 inches of water column or 70 psf. The roof tiles showed no evidence of progressive delamination or bubbling from within or between any of the components of the assembly. The roof tiles showed no evidence of tearing, cracking, rupture or other evidence of opening of the roofing system. Conclusion The Onduvilla Corrugated Asphalt Roofing Tiles met the wind up-lift requirements of UL 1897 up to a test pressure of 70 psf.






TRANSVERSE LOAD RESISTANCE TEST PER SECTION 3.2 OF ICC ES AC 330 Test Specimen Construction Detail Three test assemblies measuring 48” wide by 96” long overall were prepared for the test. Each assembly consisted of nominal 2 x 4 SPF wood rafters spaced 24 inches on center, 15/32 -inch thick Exposure 1 Oriented Strand Board (OSB), one layer of #30 roofing felt and Onduvilla Corrugated Asphalt Roofing Tiles. The studs were nailed to the top and bottom plates parallel to the panel’s length dimension using two 16d nails at each end of the stud. The Onduvilla Corrugated Asphalt Roofing Tiles were installed over the weather resistive barrier following the manufactures installation instructions. The Onduvilla Corrugated Asphalt Roofing Tiles were secured to the OSB sheathing with Onduvilla Fasteners measuring approximately 2¾” long by 0.125-inch in diameter with a 0.395-inch diameter Phillips Oval Head and 0.636-inch diameter plastic washer which allowed for a minimum ¾” penetration through the sheathing. The screws were located at each corrugation approximately 8” on center and 1¾” from the edge of the tile. Test Procedure Testing was conducted in accordance with Section 20 of ASTM E72-02, Standard Test methods of Conducting Strength Tests of Panels for Building Construction and Section 12 of ASTM E2322-03, Standard Test Method for Conducting Traverse and Concentrated Load Tests on Panels used in Floor and Roof Construction. The test specimens were individually placed horizontally, tile side up, on a vacuum chamber and supported at each end as shown in Figure 2 of ASTM E 2322. The exterior side of the tiles was covered with a 2 mil. thick plastic film thus facilitating a positive load on roof tiles. The plastic film was then sealed around the perimeter of the test chamber. The clear span of the test assembly was 93”. Dial indicators were placed midspan, at each edge of the panel. After initial deflection readings were recorded, test loads were applied to the specimen in 15 psf increments until an ultimate load was reached. At each increment, deflection measurements were recorded upon initial application of the load and after 5 minutes. After the measurements were recorded, the load was released and initial set readings recorded. Set readings were again recorded after a 5 minute period. Once the ultimate load was reached, the load was reduced to zero and the mode of failure recorded. The loads were uniformly applied to the specimen using a reversible controllable blower system. A photograph of the test set-up is provided in the appendix of this report.






TRANSVERSE LOAD RESISTANCE TEST PER SECTION 3.2 OF ICC ES AC 330 (CONT.) Test Results

Applied Load (lbs)

Initial Net Deflection Under Load (in)

Specimen No.1

Specimen No.2

Specimen No.3

0 0.000 0.000 0.000 15 0.187 0.159 0.130 30 0.426 0.355 0.303 45 0.642 0.552 0.500 60 0.879 0.746 0.616 75 1.144 0.909 0.842 90 1.447 1.141 0.988

Applied Load (lbs)

Initial Net Set After Removal of Load (in)

Specimen No.1

Specimen No.2

Specimen No.3

0 0.000 0.000 0.000 15 0.035 0.027 0.025 30 0.072 0.052 0.057 45 0.089 0.070 0.077 60 0.113 0.093 0.091 75 0.143 0.117 0.115 90 0.176 0.146 0.139

Test results are shown graphically on pages 7 thru 10 of this report.

Applied Load (lbs)

Net Deflection After 5 Minutes Under Load (in)

Specimen No.1

Specimen No.2

Specimen No.3

0 0.000 0.000 0.000 15 0.195 0.166 0.132 30 0.432 0.361 0.314 45 0.651 0.560 0.508 60 0.896 0.765 0.631 75 1.163 0.928 0.874 90 1.461 1.157 1.010

Applied Load (lbs)

Net Set 5 Minutes After Removal of Load (in)

Specimen No.1

Specimen No.2

Specimen No.3

0 0.000 0.000 0.000 15 0.032 0.024 0.023 30 0.068 0.046 0.049 45 0.080 0.064 0.073 60 0.102 0.083 0.088 75 0.126 0.105 0.108 90 0.155 0.128 0.129






TRANSVERSE LOAD RESISTANCE TEST PER SECTION 3.2 OF ICC ES AC 330 (CONT.) Test Results (Cont.)

Initial Net Deflection Under Load







Net Deflection After 5 Minutes Under Load







Initial Net Set After Removal of Load







Net Set 5 Minutes After Removal of Load

Net Set After 5 Minutes






TRANSVERSE LOAD RESISTANCE TEST PER SECTION 3.2 OF ICC ES AC 330 (CONT.) Test Results (Cont.) Observations Specimen No.1 At an ultimate test load of 118 psf, the wood framing cracked. The maximum load maintained for the full 5 minute duration was 105 psf. Specimen No.2 At an ultimate test load of 127 psf, the wood framing cracked. The maximum load maintained for the full 5 minute duration was 120 psf. Specimen No.3 At an ultimate test load of 130 psf, the wood framing cracked. The maximum load maintained for the full 5 minute duration was 120 psf. The average maximum load sustained for 5 minutes for the three specimens was 115 psf. A photograph showing the mode of failure is provided in the appendix of this report.






CONCENTRATED LOAD RESISTANCE TEST PER SECTION 3.3 OF ICC ES AC 330 Test Procedure Testing was conducted in accordance with Section 21 of ASTM E72-02, Standard Test methods of Conducting Strength Tests of Panels for Building Construction and Section 13 of ASTM E2322-03, Standard Test Method for Conducting Traverse and Concentrated Load Tests on Panels used in Floor and Roof Construction on the three transverse load specimens after the completion of the transverse load test. The test specimens were individually placed on a level surface and a 44.5 N (10 lb.) incremental load applied to the weakest (corrugation) area and a 445 N (100 lb) incremental load applied to the strongest (valley) area on the surface of the roof tile. The load was applied through a 25.4 mm (1”) diameter steel bar having a 1.3 mm (0.05”) radius loading edge. Deflection readings were recorded at each increment to failure or until a maximum load of 4.45 kN (1,000 lbs.) was reached. After reaching the maximum load, the load was removed and the depth of the indentation determined to the nearest 0.025 mm (0.001”). Test Results Applied

Load (lbs)

Deflection at Strongest Area (in) Specimen

No.1 Specimen

No.2 Specimen

No.3 0 0.000 0.000 0.000

100 0.126 0.119 0.122 200 0.201 0.198 0.200 300 0.273 0.254 0.266 400 0.342 0.323 0.328 500 0.411 0.398 0.405 600 0.499 0.485 0.488 700 0.803 0.795 0.799

Test results are shown graphically on pages 13 and 14 of this report.

Applied Load (lbs)

Deflection at Weakest Area (in) Specimen

No.1 Specimen

No.2 Specimen

No.3 0 0.000 0.000 0.000

10 0.039 0.035 0.036 20 0.046 0.044 0.045 30 0.113 0.112 0.113 40 0.262 0.260 0.259 50 0.463 0.460 0.458 60 0.696 0.688 0.690 70 0.850 0.844 0.865






CONCENTRATED LOAD RESISTANCE TEST PER SECTION 3.3 OF ICC ES AC 330 (CONT.) Test Results (Cont.)

Specimen Deflection at Strongest Area






CONCENTRATED LOAD RESISTANCE TEST PER SECTION 3.3 OF ICC ES AC 330 (CONT.) Test Results (Cont.)

Specimen Deflection at Weakest Area






CONCENTRATED LOAD RESISTANCE TEST PER SECTION 3.3 OF ICC ES AC 330 (CONT.) Test Results

Specimen No.

Maximum load (lbs) Residual Indentation (in) Mode of Failure

Strongest Area

Weakest Area

Strongest Area

Weakest Area

Strongest Area

Weakest Area

1 723 100 0.205 0.490 Roof tile tore at steel bar

Roof tile tore at steel bar





Average 733 98 0.208 0.489 * * * * * * Photographs showing the results of the concentrated load test are provided in the appendix of this report. ACCELERATED WEATHERING TEST PER SECTION 3.4 OF ICC ES AC 330 Test Procedure Five 3” x 12” specimens were cut from each of the three sampled products and placed in a Q-Panel QUV machine and subjected to 2,000 hours of accelerated aging using Cycle 5 and UVB-313 lamps as described in ASTM G 154. The black panel temperature was maintained at 80ºC during the light portion of the test and 50°C during the condensation portion of test. The average irradiance level was 0.62w/m2 @ 310nm during the light portion of the test. Test Requirements No visible surface or structural changes, such as peeling, chipping, cracking flaking or pitting, shall be observed under minimum five-power magnification. Test Results No visible surface or structural changes, such as peeling, chipping, cracking flaking or pitting, was observed under minimum five-power magnification on any of the 15 specimens.






WIND-DRIVEN RAIN RESISTANCE TEST PER SECTION 3.5 OF ICC ES AC 330 Test Specimen Construction Detail One roof deck measuring approximately 10 feet high by 10 feet wide was constructed for the test. The roof deck consisted of 2 x 4 SPF wood rafters spaced 24 inches on center, 15/32 -inch thick Exposure 1 Oriented Strand Board (OSB), one layer of #30 roofing felt and Onduvilla Corrugated Asphalt Roofing Tiles. The 2 x 4 wood rafters were secured to 2 x 4 wooden end plates using four 16d common nails, two at each end of the rafter. The 15/32 -inch thick Exposure 1 OSB sheathing was secured to the rafters with 6d ring shank nails. The nails were spaced 6 inches on center around the perimeter of the roof deck and 12 inches on center in the field of deck. The Onduvilla Corrugated Asphalt Roofing Tiles were installed over the weather resistive barrier following the manufactures installation instructions. The Onduvilla Corrugated Asphalt Roofing Tiles were secured to the OSB sheathing with Onduvilla Fasteners measuring approximately 2¾” long by 0.125-inch in diameter with a 0.395-inch diameter Phillips Oval Head and 0.636-inch diameter plastic washer which allowed for a minimum ¾” penetration through the sheathing. The screws were located at each corrugation approximately 8” on center and 1¾” from the edge of the tile. Test Procedure Testing was performed in accordance with Section 3.3 of ICC ES Evaluation Guideline for Asphalt Shingles Made with an Attached Interply, EG 270, Approved August 2004. The roof deck was adjusted to a 2:12 slope and the underside of the test specimen photographed. An air flow velocity between 35 and 40 miles per hour (56 and 64 km/h) along with a simulated rainfall rate of 6 inches per hour was applied across the surface of the test specimen. The test specimen was subjected to three 15 minute wind-driven rain cycles with a 5 minute off period after each cycle during which time the joints on the underside of the specimen was examined for water infiltration. Upon completion of the test, roofing components were dismantled and the condition of the lapped areas and the underside of the test specimen noted and photographed. Prior to testing, the air velocity and simulated rainfall was measured at random locations (see table below) to ensure that the wind-driven rain was distributed uniformly across the surface of the test specimen.

Measurement Locations

Measured Air Velocity1

(mph)

Measured Rainfall2

(in) Left lower edge 35 5½

Center lower edge 38 6 Right lower edge 35 5½ Middle left edge 38 6¼ Middle Center 40 6¼

Middle right edge 38 6¼ Left upper edge 38 6

Center upper edge 40 6¼ Right upper edge 40 6 Percent Variation 12.5 12.0






WIND-DRIVEN RAIN RESISTANCE TEST PER SECTION 3.5 OF ICC ES AC 330 Test Procedure (Cont.) Note 1: The air flow velocity was measured at the locations noted in the table using a calibrated vane-type

velocimeter over a 24 square inch area. The air flow was delivered to the test specimen using dual gas powered wind machines and baffle system.

Note 2: The simulated rainfall was measured at the locations noted in the table using a sealed container

covering a 24 square inch area. The water was delivered to the test specimen using a water spray system connected in line with a calibrated flow meter.

A photograph of the test set-up is provided in the appendix of this report. Test Requirements There shall be no leaks. The extent of shingle or panel fluttering during the test periods shall be noted and whether the fluttering was due to oversized nail holes or loosening fasteners. Test Results

Cycle No. Observations

1 No leaks were observed on the underside of the test specimen. No fluttering of the roof tiles was observed.



Upon dismantling of the roof components, lapped areas were intact with no damage noted. A photograph of the underside of the test specimen after the conclusion of the test is provided in the appendix of this report. FIRE CLASSIFICATION TEST PER SECTION 3.6 OF ICC ES AC330 Results of fire testing are provided in QAI Test Report Number RJ3539-2 and RJ3539-3 dated June 18, 2015.






APPENDIX

Photograph No.1

Anthracite Black Roof Tile

Photograph No.2

Slate Gray Roof Tile

Photograph No.3

Florentino Roof Tile






APPENDIX

Photograph No.4

Wind Up-lift Test Assembly

Photograph No.5

Failure of Wind Up-lift Test Assembly The OSB sheathing, which was nailed to the wood framing, separated from the framing






APPENDIX

Photograph No.6

Transverse Load Test Set-up

Photograph No.7

Typical Results of Transverse Load Test The wood framing cracked






APPENDIX

Photograph No.8

Typical Results of Concentrated Load Test on Strongest Area Roof tile tore at steel bar

Photograph No.9

Typical Results of Concentrated Load Test on Weakest Area Roof tile tore at steel bar






APPENDIX

Photograph No.10

Wind Driven Rain Test Set-up






APPENDIX

Photograph No.11

Underside of Wind Driven Rain Test Specimen before the Test

Photograph No.12

Underside of Wind Driven Rain Test Specimen after the Test

****End of Report****

8385 White Oak AvenueRancho Cucamonga, CA 91730909.483.0250 ph. | 909.483.0336 fx.

Page 1 of 6 THIS REPORT IS THE CONFIDENTIAL PROPERTY OF THE CLIENT ADDRESSED. THE REPORT MAY ONLY BE REPRODUCED IN FULL. PUBLICATION OF EXTRACTS FROM THIS REPORT IS NOT PERMITTED WITHOUT WRITTEN APPROVAL FROM QAI. ANY LIABILITY ATTACHED THERETO IS LIMITED TO THE FEE CHARGED FOR THE INDIVIDUAL PROJECT FILE REFERENCED.



CLIENT: OFIC NORTH AMERICA INCORPORATED 4900 Ondura Drive Fredericksburg, Virginia 22407

Test Report No: RJ3539-2 Date: June 18, 2015

SUBJECT: Fire Classification Testing on Corrugated Asphalt Roofing Tiles.

SAMPLE ID: Onduvilla FR Red. A photograph of the roof tile is provided in the appendix of this report.

SAMPLING DETAIL: The samples were randomly selected by a QAI representative at the client’s manufacturing facility located at P.K. 2 Sapanca, 54600, Sakarya, Turkey on March 12, 2014. The sampled products were forwarded to the client’s facility at 4900 Ondura Drive, Fredericksburg, Virginia for application where a red acrylic paint was applied to the tiles exterior surface. The application of the red paint was witnessed by a QAI representative on March 27, 2015. QAI documented the materials and manufacturing procedures in accordance with ICC-ES AC85, Section 3.1.

DATE OF RECEIPT: Samples were received on April 8, 2015.

TESTING PERIOD: May 19, 2015.

AUTHORIZATION: Testing authorized by Paul Nelson under QAI Test Proposal # FB-2014-091001-R1 dated September 22, 2014.

TEST REQUESTED: Conduct a series of Class A Intermittent Flame, Spread of Flame, and Burning Brand roof fire tests on the sampled material in accordance with the methods and procedures outlined in ASTM Test Method E108-11, "Standard Test Methods for Fire Tests of Roof Coverings"(E108).

TEST RESULTS: Detailed test results are provided on subsequent pages of this report.

CONCLUSION: The Sampled Onduvilla FR Corrugated Asphalt Roofing met the requirements of ASTM E108-11 for Class A Burning Brand, Intermittent Flame and Spread of Flame.

Prepared By Signed for and on behalf of QAI Laboratories

David Royer Brian Ortega Laboratory Technician Fire Analyst Fire Technology Dept. Fire Technology Dept.

CLIENT: OFIC NORTH AMERICA INCORPORATED Report No.: RJ3539-2

June 18, 2015 Page 2 of 6



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FIRE CLASSIFICATION TEST PER ASTM E 108-11 Storage of Assembled Test Decks All test deck assemblies were stored indoors at temperatures not lower than 60ºF (16ºC) nor higher than 90ºF (32ºC) for the period of time necessary to cure the assembly components prior to testing. The test decks were stored in such a manner to assure that each deck was surrounded by free circulating air. Roof System and Test Deck Assembly Construction Details

The test decks were constructed by QAI personnel following the construction details outlined in ASTM E108-11 specification standard for deck construction.

Lumber: Nominal 2” x 4” Douglas Fir, having a moisture content between 8 and 12%. Deck: 15/32” AC Exterior grade plywood, having a moisture content not greater than 8%. Caulking: 3M Fire Barrier Sealant CP 25WB+ intumescent Red caulking was used to seal all

seams and joints on the plywood test decks. Underlayment: Two layers of Versashield ® Solo™ Fire Resistant slip sheet made by GAF Materials

Corporation. The roof underlayment was fastened to the substrate using T50 flat head staples at 18” intervals and incorporated a 2” overlap.

Roof Covering: Onduvilla FR Corrugated Fire Retardant Asphalt roofing shingles fastened to the deck

with Onduvilla Fasteners measuring approximately 2¾” long by 0.125-inch in diameter with a 0.395-inch diameter Phillips Oval Head and 0.636-inch diameter plastic washer allowing a minimum ¾” penetration through the sheathing. The fasteners were placed at the apex of each corrugation and centered between the two overlapping guides. Each course was overlapped to leave 12” exposure and fastened at 14” above the leading edge of the shingle.





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FIRE CLASSIFICATION TEST PER ASTM E 108-11 (CONT.)

Burning Brand Test – Class A (Four Test Decks) Test Parameters Wind Velocity: 1056 ft/min ± 44 ft/min Test Deck Slope: 5" per Horizontal Foot Class A Brands: Size: 12" x 12" x 2" (one per test deck) The brands were placed on the deck following the flame application schedule as outlined in Section 10.4.2. of ASTM E 108-11. Brands were placed at the location considered most vulnerable which was determined to be centered over the horizontal joint.

Test Results

Burning Brand Details

Test Deck Assembly

Ignition (MM:SS)

Brand Extinguished (MM:SS)

Test Terminated (MM:SS)

Pass/Fail

1 00:27 24:56 50:30 Pass

2 00:26 23:00 65:00 Pass

3 00:29 23:00 54:00 Pass

4 00:28 25:35 63:00 Pass

Observations All four test decks performed in a similar manner. At no time during the test was there any evidence of flaming on the underside of the test decks, neither did any glowing embers fall from the deck assembly.





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FIRE CLASSIFICATION TEST PER ASTM E 108-11 (CONT.) Intermittent Flame Test – Class A (Two Test Decks)

Test Parameters Wind Velocity: 1056 ft/min ± 44 ft/min Flame Temperature: 1400 ± 50º F Test Deck Slope: 5" per Horizontal Foot Cycling Periods: 15 cycles: 2-minute Flame-On, 2-minute Flame-Off

Test Results Test Deck Assembly #1: The deck assembly ignited at 1 minute and 18 seconds then self-extinguished 3 seconds during the following flame-off cycle. The test was terminated at 60 minutes with no evidence of flaming on the underside of the deck, neither was there any glowing embers or displacement of any portion of the deck.

Test Deck Assembly #2: The deck assembly ignited at 52 seconds then self-extinguished during the following flame-off cycle. On the 2nd flame on cycle the slight surface ignition occurred at 5 minutes and 20 seconds then self extinguished on the off cycle. The test was terminated at 60 minutes with no evidence of flaming on the underside of the desk, neither was any glowing embers or displacement of any portion of the desk.





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FIRE CLASSIFICATION TEST PER ASTM E 108-11 (CONT.) Spread of Flame Test – Class A (Two Test Deck)

Test Parameters

Wind Velocity: 1056 ft/min ± 44 ft/min Flame Temperature: 1400 ± 50º F Test Deck Slope: 5” per Horizontal Foot Flame Application: 10 Minutes Test Results

Spread of Flame Details

Test Deck Assembly

Ignition Time (MM/SS)

Maximum Spread of

Flame (ft)

Lateral Spread

of Flame (ft)

Flame Front Recession (MM/SS)

Pass/Fail

1 01:17 3.5 None 06:10 Pass

2 01:10 3.0 None 06:00 Pass

Observations Both decks performed in a similar manner. After the ignition of the test sample surface the flame front progressed steadily to the maximum spread distance and then receded back to the test flame impingement area. CONDITIONS OF ACCEPTANCE FOR CLASSIFICATION BY ASTM E108 At no time during or after the intermittent flame, spread of flame or burning brand tests shall: 1. Any portion of the roof covering material be blown or fall off the test deck in the form of flaming or glowing

brands that continue to glow after reaching the floor, or 2. The roof deck be exposed, or 3. Portions of the roof deck fall away in the form of particles that continue to glow after reaching the floor. 4. At no time during the Class A intermittent flame or burning brand tests shall there be sustained flaming of

the underside of the deck. 5. At the conclusion of the spread of flame tests, the flaming shall not have spread beyond 6 feet for Class A,

and there shall have been no significant lateral spread of flame from the path directly exposed to the test flame.





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APPENDIX

Photograph No.1

Onduvilla FR Red Corrugated Asphalt Roof Tile

********** End of Report

8385 White Oak Avenue

Rancho Cucamonga, CA 91730

909.483.0250 ph. | 909.483.0336 fx.

Page 1 of 6



WWW.QAI.ORG

[email protected]

CLIENT: OFIC NORTH AMERICA INCORPORATED

4900 Ondura Drive Fredericksburg, Virginia 22407

Test Report No: RJ3539-3 Date: June 18, 2015

SUBJECT: Fire Classification Testing on Corrugated Asphalt Roofing Tiles. SAMPLE ID: 1) Onduvilla Anthracite Black Tiles 2) Onduvilla Slate Grey Tiles 3) Onduvilla Florentino 3D Tiles SAMPLING DETAIL: The samples were randomly selected by a QAI representative at the client’s

manufacturing facility located at Poligono Industrial El Campillo II, P12, APTDO 25, 48500 Gallarta, Spain on November 21, 2014. QAI documented the materials and manufacturing procedures in accordance with ICC-ES AC85, Section 3.1.

DATE OF RECEIPT: Samples were received at QAI Laboratories on December 1, 2014. TESTING PERIOD: May 31- June 3, 2015. AUTHORIZATION: Testing authorized by Paul Nelson under QAI Test Proposal # FB-2014-091001-R1

dated September 22, 2014. TEST REQUESTED: Conduct a series of Class C Intermittent Flame, Spread of Flame, and Burning Brand

roof fire tests on the sampled material in accordance with the methods and procedures outlined in ASTM Test Method E108-11, "Standard Test Methods for Fire Tests of Roof Coverings"(E108).

TEST RESULTS: Detailed test results are provided on subsequent pages of this report. CONCLUSION: The Sampled Onduvilla Corrugated Asphalt Roofing Tiles met the requirements of

ASTM E108-11 for Class C Burning Brand, Intermittent Flame and Spread of Flame. Prepared By Signed for and on behalf of QAI Laboratories

David Royer Brian Ortega Laboratory Technician Fire Analyst Fire Technology Dept. Fire Technology Dept.





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[email protected]

FIRE CLASSIFICATION TEST PER ASTM E 108-11 Storage of Assembled Test Decks All test deck assemblies were stored indoors at temperatures not lower than 60ºF (16ºC) nor higher than 90ºF (32ºC) for the period of time necessary to cure the assembly components prior to testing. The test decks were stored in such a manner to assure that each deck was surrounded by free circulating air. Roof System and Test Deck Assembly Construction Details

The test decks were constructed by QAI personnel following the construction details outlined in ASTM E108-11 specification standard for deck construction.

Lumber: Nominal 2” x 4” Douglas Fir, having a moisture content between 8 and 12%. Deck: 15/32” AC Exterior grade plywood, having a moisture content not greater than 8%. Underlayment: One layer of ASTM D226 30# felt asphalt roof underlayment was fastened to the

substrate using T50 flat head staples at 18” intervals and incorporated a 2” overlap. Roof Covering: Onduvilla Corrugated Fire Retardant Asphalt roofing shingles fastened to the deck with

Onduvilla Fasteners measuring approximately 2¾” long by 0.125-inch in diameter with a 0.395-inch diameter Phillips Oval Head and 0.636-inch diameter plastic washer allowing a minimum ¾” penetration through the sheathing. The fasteners were placed at the apex of each corrugation and centered between the two overlapping guides. Each course was overlapped to leave 12” exposure and fastened at 14” above the leading edge of the shingle.





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FIRE CLASSIFICATION TEST PER ASTM E 108-11 (CONT.)

Burning Brand Test – Class C (Two Test Decks) Test Parameters Wind Velocity: 1056 ft/min ± 44 ft/min Test Deck Slope: 5" per Horizontal Foot Class C Brands: Size: 1½" x 1½" x 25/32" (20 per test deck) The brands were placed on the deck following the flame application schedule as outlined in Section 10.4.3 of ASTM E 108-11. Brands were placed at the locations considered most vulnerable which was determined to be in the valleys of the corrugations centered over panel joints in the test deck

Test Results

Burning Brand Details

Test Deck Assembly

Ignition (MM:SS)

Last Brand Extinguished

(MM:SS)

Test Terminated (MM:SS)

Pass/Fail

1 03:15 28:10 29:30 Pass

2 06:26 24:42 26:50 Pass

Observations Both test decks performed in a similar manner. At no time during the test was there any evidence of flaming on the underside of the test decks, neither did any glowing embers fall from the deck assembly.





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FIRE CLASSIFICATION TEST PER ASTM E 108-11 (CONT.) Intermittent Flame Test – Class C (Two Test Decks)

Test Parameters Wind Velocity: 1056 ft/min ± 44 ft/min Flame Temperature: 1300 ± 50º F Test Deck Slope: 5" per Horizontal Foot Cycling Periods: 3 cycles: 1-minute Flame-On, 2-minute Flame-Off

Test Results Test Deck Assembly #1: The deck assembly ignited at 56 seconds then self-extinguished during the following flame-off cycle. The test deck continued to ignite and self-extinguish during the following cycles. The test was terminated at 8 minutes with no evidence of flaming on the underside of the deck, neither was there any glowing embers or displacement of any portion of the deck.

Test Deck Assembly #2: The deck assembly ignited at 3 minutes 36 seconds then self-extinguished during the following flame-off cycle. The test deck continued to ignite and self-extinguish during the following cycles. The test was terminated at 8 minutes 30 seconds with no evidence of flaming on the underside of the desk, neither was any glowing embers or displacement of any portion of the desk.





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[email protected]

FIRE CLASSIFICATION TEST PER ASTM E 108-11 (CONT.) Spread of Flame Test – Class C (Two Test Deck)

Test Parameters

Wind Velocity: 1056 ft/min ± 44 ft/min Flame Temperature: 1300 ± 50º F Test Deck Slope: 5” per Horizontal Foot Flame Application: 4 Minutes Test Results

Spread of Flame Details

Test Deck Assembly

Ignition Time (MM/SS)

Maximum Spread of

Flame (ft)

Lateral Spread

of Flame (ft)

Flame Front Recession (MM/SS)

Pass/Fail

1 01:07 3.5 None 04:00 Pass

2 01:08 12.5 None 04:00 Pass

Observations Both decks performed in a similar manner. After the ignition of the test sample surface the flame front progressed steadily to the maximum spread distance until the test was terminated at 4 minutes. CONDITIONS OF ACCEPTANCE FOR CLASSIFICATION BY ASTM E108 At no time during or after the intermittent flame, spread of flame or burning brand tests shall: 1. Any portion of the roof covering material be blown or fall off the test deck in the form of flaming or glowing

brands that continue to glow after reaching the floor, or 2. The roof deck be exposed, or 3. Portions of the roof deck fall away in the form of particles that continue to glow after reaching the floor. 4. At no time during the Class C intermittent flame or burning brand tests shall there be sustained flaming of

the underside of the deck. 5. At the conclusion of the spread of flame tests, the flaming shall not have spread beyond 13 feet for Class

C, and there shall have been no significant lateral spread of flame from the path directly exposed to the test flame.





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[email protected]

APPENDIX

Photograph No.1

Anthracite Black Roof Tile

Photograph No.2

Slate Gray Roof Tile

Photograph No.3

Florentino Roof Tile

******End of Report******

Seite 6/6

Peter Flüeler, dipl. Ing. ETH/ Sia usic

Überlandstr. 129, 8600 Dübendorf Tel. 044 932 1983 /Fax 044 972 1723

[email protected] [email protected] www.fluelerpolymer.ch Spin-off EMPA

OFITECH SASU

Monsieur Laurent Lainé

Zone Industrielle B.P. 17

F-76480 Yainville France

Test report No. 346-14/1.2e

Order:

Exploratory determination of hail impact resistance following the

protocol no. 1 ed. 1.03 and no. 12 ed. 1.03, 1.06.2014 “Association

of Public Building Insurance Companies APBIC” Bern Switzerland

Application: roof tiles and bitumen plates (impact angle 90°):

Customer: OFITECH SASU, Zone Industrielle B.P. 17, F-76480 Yainville, France

Test objects: Corrugated bituminous tile, type ONDUVILLA PPHR, cover width 1.0

m, cover length 0.32 m, weight 4 kg/m2, colour brown flamed,

tested as an assembly of 3 rows of 5 tiles, mounted on tiling

battens of 7x5 cm and plywood plate, support distance 32 cm

Reference: L. Lainé

Date of order: September 15, 2014, order quality 14-065

Delivery of test samples: October 15, 2014

Test date: October 22, 2014

Number of pages: 4 including annex

Results:

Remarks:

Achieved *HIR-class: undamaged by 2 cm ice balls

Water tightness: HIR 2

Appearance: HIR 2

Mounting according to customer instructions

*HIR: Hail Impact Resistance provisional classification

Dübendorf / Aathal, October 27, 2014

Flüeler Polymer Consulting GmbH

P. Flüeler

mailto:[email protected]


Customer: OFITECH SASU, Zone Industrielle B.P. 17, F-76480 Yainville

Order: Determination of hail impact resistance following APBIC-protocol, test report No. 346-14/1.2e page 2/4

1. Summary

Impact tests using ice balls of Ø 2 cm at a velocity of 21 m/s caused a maximum kinetic energy of

0.8 Joule:

Property Ice ball diameter (mm) Dim.

20

Number of impacts 10 -

HIR-class level (minimum) 0.7 Joule

Achieved kin. energy 0.75±0.04 Joule

Assessments of functions: -

Water tightness n.d.

Appearance n.d.

n.d. no damage details see table of test data on page 4

2. Material description

The test samples and tiling battens were delivered on October 15, 2014 by French postal services

and then stored in the test laboratory. The description of test object is as follows:

Aspect Description

Objects: Roofing sheets

Designation: ONDUVILLA PPHR

Origin: Onduline, F-76480 Yainville France

Material base: Wooden fibers in bitumen, pressed

Size:

Wave height:

Covering surface:

Covering size:

Width minimal:

1070 x 400 mm

40 mm

0.32 m2

1.0 m

~ 3 mm

Weight: 4 kg/m2

Cross section: See data sheet

Appearance top: Matt, pressed fine texture

Appearance bottom: Raw

Markings: None

Colour: Brown, flamed

Status: New

Size of test sample:

Test field:

Construction:

3 sheets, 6 waves

Middle sheet

Tiling batten 70x50 mm on plywood plate

Supporting plate: Plywood plate 26 mm, 9-times laminated

Fixation: Original screwing, 2 screws on overlapped wave tops

Test mounting: Test plate on tilting steel frame

Customer: OFITECH SASU, Zone Industrielle B.P. 17, F-76480 Yainville

Order: Determination of hail impact resistance following APBIC-protocol, test report No. 346-14/1.2e page 3/4

4. Photos

Photo 1: Zone with 2 cm-ice ball target, tiles remained undamaged

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PA



ONDUVILLA by ONDULINE NORTH AMERICA, INC. Corrugated Shingle and Accessory Lifetime Limited Warranty

Page 1 of 3

Thank you for choosing the ONDUVILLA Roofing System. This document summarizes the terms applicable to ONDUVILLA’s Standard Lifetime Limited Warranty (the “Warranty”). DEFINITIONS Corrugated shingles and roofing accessories sold under the product name ONDUVILLA (the “Product”) are warranted by Onduline North America, Inc. (“Onduline”) to the Owner (as defined below) to be free from manufacturing defects in workmanship or material that adversely affects the performance of the Product or results in leaks impacting the building or substructure to which the Product is attached (the “Property”) during the Warranty Period (as defined below). “Owner” shall mean the person or entity owning the Property when the Product is installed or the next subsequent purchaser if the owner at the time of installation of the Product merely holds the Property for sale and the property changes ownership within 2 years of Product installation and the warranty is transferred properly. See Transferability section below. “Installer” shall mean the person or company that installed the Product on the Property. “Lifetime” shall mean the time that the Owner owns the single family detached residence on which the Product was installed. For any other type of building or structure that is not a single family detached residence, Lifetime means a period of 30 years from the date of Product installation on the Property. “Warranty Period” shall begin on the date the Product was purchased, and shall end when the Lifetime ends. TRANSFERABILITY Other than the transfer to the purchaser of the Property within 2 years of Product installation on the Property, no Warranty may be assigned or transferred in any way, directly or indirectly. The Owner at the time the Product is installed on the Property must provide proof of purchase of the Product and proof of the installation date to the purchaser of the Property in order to transfer the Warranty.

PRODUCT REPLACEMENT Subject to the conditions set forth below, in the event that the Product or any portion thereof is found to be defective in workmanship or materials, upon presentation of the Warranty Certificate or proof of purchase, as applicable, Onduline will exchange new Product for defective Product in accordance with the terms of the applicable Warranty. Any such replacement Product shall be warranted only for the balance of any period applicable to the Product originally purchased. COLOR CHANGE Fading, discoloration or any variations in color caused by Product exposure to sunlight does not constitute a failure of the Product or a warranty claim, as it does not affect the performance of the Product. WIND SPEED WARRANTY Included in the Standard Lifetime Limited Warranty is a Wind Speed Warranty that is effective immediately upon installation of Product on Property when Product is installed according to Onduline’s published installation instructions for Product. When Product is installed with ONDUVILLA brand nails (minimum 3-‐inch length), the Product is warranted to withstand 110 miles-‐per-‐hour winds with no material damage to Product. When Product is installed with ONDUVILLA brand screws (minimum 2.7-‐inch length), the Product is warranted to withstand 150 miles-‐per-‐hour winds with no material damage to Product. The Wind Speed Warranty remains in effect for the Warranty Period and is prorated on the same schedule as the Standard Lifetime Limited Warranty. STANDARD LIFETIME LIMITED WARRANTY For the first ten years from the date of Product installation on the Property, Onduline will furnish replacement material for 100% of the defective Product. After ten years, (i) Onduline will either provide Owner with replacement Product or reimburse the reasonable cost of replacement products at Onduline’s discretion, and (ii) the amount of replacement Product or the reimbursement will be reduced to reflect the use already received from the original Product according to the

Amortization Schedule. If the Property is a single family detached residence and the Lifetime for the Owner exceeds 30 years, Onduline’s responsibility will be 20% for the remainder of the Lifetime. Onduline will not pay for tear off or disposal of Product under the Standard Lifetime Limited Warranty. AMORTIZATION SCHEDULE

Warranty Months

Coverage

0 – 120 100% 121 – 156 90% 157 – 192 80% 193 – 228 70% 229 – 264 60% 265 – 300 50% 301 – 336 40% 337 – 360 30% 361+ 20%

VOIDING OF THE WARRANTY The Standard Lifetime Limited Warranty and the Wind Speed Warranty shall be void if any of the following conditions exist: 1) The Product is installed outside North America. 2) Any defect in the Product resulted from: (a) any failure or defect in the building or substructure to which the Product is attached including but not limited to (i) improper design of the structure, (ii) construction error, (iii) settling, shifting, distorting, or movement of the walls or foundation of the structure. (b) extraordinary wear and tear including but not limited to (i) acts of god such as lightning, hurricane, or tornado that affect the building or substructure; (ii) damage from hail, mold, moss, algae, fungus, lichen, acid rain, contaminants both organic and synthetic; (iii) misuse, neglect or improper storage or handling of the Product before, during or after the installation. (c) moisture accumulation caused by contact with damp or wet insulation or other absorbent materials. (d) improper or insufficient ventilation of the roof. (e) deterioration of ONDUVILLA’s painted surface caused by organic or inorganic materials on the roof. (f) foot traffic on the roof or damage caused by objects such as tree branches, etc. falling on the roof. (g) alteration of the Product without the prior written consent of Onduline.


Page 2 of 3

(h) failure to install in accordance with Onduline’s published installation instructions. 3) The Product surface coating is not maintained so as to completely cover the Product throughout the Warranty Period. 4) The Owner fails to supply Onduline with samples and photographs of the allegedly defective Product, which Onduline deems sufficient to illustrate the failure, or the Owner removes the Product before giving Onduline a reasonable opportunity to examine the Product. HOW TO MAKE A WARRANTY CLAIM Owner must submit any claims under the applicable warranty in writing prior to the expiration of the Warranty Period together with proof of purchase to: Onduline North America, Inc. Customer Services 4900 Ondura Drive Fredericksburg, VA 22407 Phone 1-‐800-‐777-‐7663. DISCLAIMER Under the Warranty, the Product is only warranted (i) to be free from defects in workmanship and material and (ii) to withstand wind. ONDULINE MAKES NO OTHER WARRANTY OF ANY KIND EXPRESS OR IMPLIED. ANY IMPLIED WARRANTIES OF MERCHANTIBILITY OR FITNESS FOR A PARTICULAR PURPOSE WHICH EXCEED THE OBLIGATIONS SET FORTH IN THIS WARRANTY ARE HEREBY DISCLAIMED BY ONDULINE. The Product is provided by Onduline only on the terms set forth herein and any alternative or conflicting term in any purchase order, confirmation or other acceptance delivered by an Owner or Installer are hereby rejected. No representative, employee, distributor or dealer of Onduline has the authority to make or imply any representation, promise or agreement which in any way varies the terms of this Warranty. Some states do not allow limitations on how long an implied warranty lasts, so the Warranty Period limitation may not apply to you. SOLE REMEDY Onduline’s only liability under this Warranty or in any action based upon this Warranty, contract, negligence (of Onduline, its agents or employees), strict product liability or otherwise, is limited to the repair or replacement, at

Onduline’s option, of Product that Onduline deems defective. The Owner and Onduline expressly agree that the remedy of repair or replacement of the defective Product is the exclusive and sole remedy available from Onduline. COMPLIANCE The Owner is responsible for verification that the Product is compliant with state and local regulations and standards that are relevant to the Property including but not limited to building codes and building permit requirements. Onduline will provide at Owner’s request all certification information available for the Product. NO CONSEQUENTIAL DAMAGES ONDULINE’S LIABILITY TO AN OWNER TO WHOM THIS WARRANTY EXTENDS SHALL NOT EXCEED ONDULINE’S SALE PRICE FOR THE PRODUCT AND ALLOWANCES AS SET OUT ABOVE. ONDULINE SHALL NOT BE LIABLE FOR INCIDENTAL, SPECIAL, PUNITIVE OR CONSEQUENTIAL DAMAGES RESULTING FROM ANY FAILURE OR DEFECT IN THE PRODUCT, INCLUDING BUT NOT LIMITED TO LOSS OF ANY REVENUE OR OTHER ECONOMIC LOSS. Some states do not allow the exclusion or limitation of incidental or consequential damages, so the above limitation may not apply to you. If any portion of this document shall be held ineffective or void, for any reason, the remainder shall remain in effect. GOVERNING LAW This Warranty shall be interpreted under Virginia law and any legal action relating to the warranty shall be brought only in Virginia courts. This Warranty gives you specific legal rights, and you may also have other rights which vary from state to state.


Page 3 of 3

ONDUVILLA by Onduline North America, Inc.

REGISTRATION FORM

PROPERTY OWNER

Owner Name: ________________________________________________________________

Address: ________________________________________________________________

City: State: __________ Zip: ____________________

Phone Number:

E-‐mail:

PROPERTY ADDRESS

Address:

City: State: __________ Zip: ____________________

Type of Structure (circle one) Home Commercial Other :______________________________

New or Re-‐Roof: ______________ Building Use : ____________________________

PRODUCT INFORMATION

Date of Purchase: _______________________ Date of Install :

Number of Shingles Installed: ______________ Color : ___________________________

CONTRACTOR INFORMATION

Company Name: ________________________________________________________________

Address:

City: State: __________ Zip: ____________________

Phone Number:

E-‐mail:

Comments: ________________________________________________________________________________________

onduvilla · between the overlapping guides at eaves drive fasteners on top of the corrugations...

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