HomeMy WebLinkAboutProduct Approval EXTERIOR RESEARCH& DESIGN, LLC.
Certificate of Authorization 119503
NOV2 9 2017 353 CHRISTIAN STREET, UNIT#13
TRINITY ERD OXFORD,CT 06478
PER'v1l1Ti,gG PHONE: (203) 262-9245
St. Lucie County, FL FAX:(203) 262-9243
EVALUATION REPORT
Allied Building Products Corp C Evaluation Report A42960.10.12-R3
dba TRI BUILT Roofing Products FL16048-R3
sse�s �+~ r
9050 Louisiana Street � Date of Issuance: 10/25/2012
Merrillville, IN 46410 Revision 3: 10/08/2015
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes,the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 5.
Prepared by: sspu utnp,p
s3:ce-
:T=
Robert J.M. Nieminen, P.E. •.Fs"_,,"`�',` Thefac—le seal appearing was authorized by Robert Nieminen,
P.E.on 10/08/2015.This does not serve as an electronically signed
Florida Registration No. 59166, Florida DCA ANE1983 document.Signed,seated hardcopies have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
TRINITY I ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT, have demonstrated compliance
with the following sections of the Florida Building Code through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1507.2.4,1507.2.8,1507.2.9.2, Physical Properties ASTM D1970 2009
1507.4.5.1,1507.5.3,1507.7.3
1504.6 Accelerated Weathering ASTM G155 2005
1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012
1523.6.5.2.1 Physical Properties TAS 103 1995
3. REFERENCES:
Entity Examination Reference Date
ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties 540540.11.13 11/19/2013
ERD(TST6049) Physical Properties 540540.03.14 03/26/2014
ERD(TST6049) Physical Properties 544870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-3 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-1 04/10/2014
ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014
ERD(TST6049) Physical Properties 543530.02.14-1-R1 05/14/2014
ERD(TST6049) Physical Properties 543530.05.14 05/28/2014
ERD(TST6049) Physical Properties 540540.10.14 10/31/2014
ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015
UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 09/04/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp. 10/16/2017
4. PRODUCT DESCRIPTION:
4.1 Self-Adhering Underlayments:
4.1.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS
modified bitumen roof underlayment,with a 36-inch sheet width.
4.1.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified
bitumen roof underlayment
4.1.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering,glass-mat reinforced,film-surfaced,SBS modified
bitumen roof underlayment.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-113
Certificate of Authorization#9503 FL16048-113
Revision 3:10/08/2015
Page 2 of 5
A
UTRINITYERD
5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is specifically
referenced within FBC approval documents. If not listed,a request may be made to the AHJ for approval
based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable roof covers applied atop the underlayments are as follows:
TAstE 1: ROOF COVER OPTIONS
Underlayment Asphalt Nall-On Tile Foam-On Tile Metal wood Shakes Slate
Shingles &Shingles
Tri-Built Sand-R SA Shingle Yes No No No Yes Yes
Underlayment
Tri-Built S/A HT TU Yes
Yes Yes Yes Yes Yes
Underlayment See 5.5.1
Tri-Built Smooth HT S/A Yes No No Yes Yes Yes
Underlayment
5.5.1 "Foam-On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long
term aging data from an accredited testing laboratory is provided.
➢ Tri-Built S/A HT TU Underlayment with 3M1 2-Component Roof Tile Adhesive AH-160(FL6332)or Dow
TileBond'" Roof Tile Adhesive(FL717)
5.6 Allowable substrates are noted below:
5.6.1 Direct-Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; ASTM D41 primed structural
concrete.
While not required over plywood,OSB or Southern Yellow Pine substrates,TRI-BUILT recommends priming
the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT requires
tongue-and-groove board decking be covered with plywood or OSB prior to installation of the self-
adhering underlayment.
5.6.2 Bond-to-Insulation:
Tri-Built S/A HT TU Underlayment applied to:
➢ Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam-on tile systems,insulation attachment shall be designed by a qualified design professional and
installed based on testing of the insulation/underlayment system in accordance with FM 4474,Appendix D
or TAS 114,Appendix J.
5.6.3 Bond to Mechanically Attached Base Laver:
➢ ASTM D226,Type I or II felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam-on tile systems,base layer shall be attached
per minimum requirements of FRSA/TRI April 2012(04-12).
Exterior Research and Design,U.C. Evaluation Report A42960.10.12-R3
Cerdfkate of Authorization#9503 FL16048-113
Revision 3:10/08/2015
Page 3 of 5
TRINITY ERD
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems, where
the underlayment forms part of the load-path. The following wind uplift limitations apply to direct-deck
underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12)and are used in foam-on tile
applications. Maximum Design Pressure is the result of testing for wind load resistance based on
allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety
per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind pressures.
5.6.4.1 Maximum Design Pressure=-45.0 psf.
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional)ASTM D41
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
5.7 Exposure Limitations:
5.7.1 Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 30-days after installation
5.7.2 Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT published installation
requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris prior to application,and prime the substrate(if applicable).
6.3 Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections
1507 for the type of prepared roof covering to be installed.
6.3.2 Non-Tile applications:
While priming is optional, TRI-BUILT recommends priming the deck if the final roof cover is not slated for
installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel-off the release film diagonally while holding the
membrane tight. Firmly roll the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical seams in the course below. All over-granule end-laps
shall be sealed using either heat-welding or hot air welding techniques.
When installing at slopes above 8:12, Allied Building Products Corp recommends back-nailing in the
overlap area at the top of the sheet at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys,apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications(Tri-Built S/A HT TU Underlayment only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R3
Certificate of Authorization#9503 FL16048-R3
Revision 3:10/08/2015
Page 4 of 5
TRINITY ERD
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL, LLC—QUA9625; (314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R3
Certificate of Authorization#9503 FL16048-R3
Revision 3:10/08/2015
Page 5 of 5
RECEIVED
EXTERIOR RESEARCH &DESIGN, LLC.
NOV 2 9 2017
17 Certificate of Authorizotion+x9503
TRINITY ERD PSH•"�Il�Ti��IG 353 CHRISTIAN STREET, UNIT#13
QOSt. Lucie County. FL OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203)262-9243
EVALUATION REPORT t•.... '` "' ry '� ,
Owens Corning Evaluation Report 037940.02.12-R7
a: , �,
One Owens Corning Parkway FI-10674-11112
Toledo,OH 43659 Date of Issuance:02/06/2012
Revision 7: 04/18/2016
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 51h Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: Owens Corning Asphalt Roof Shingles
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the
referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change.
Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the
product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete
review of this Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 8.
Prepared by:
.`'P�
•
T.
'%''r••'R ^?t�,s. _^ The facsimile seal appearing was authorized by Robert Nieminen,
Robert J.M. Nieminen,P.E. •,,Fs�;; •`�: c
.��JzNnigll« • V.E.on 04/18/2016.This does not serve as an electronically signed
Florida Registration No.59166,Florida DCA ANE1983 document.Signed,sealed hardcopies have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
QO
TRINITY ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Asphalt Shingles
Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated
compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume
through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements
and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1507.2.5,R905.2.4 Physical Properties ASTM D3462 2009
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2009
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2008
3. REFERENCES:
Entity Examination Reference Date
UL LLC(CER9626) Physicals&Wind Resistance File R2453,Vol.3 02/15/2007
UL LLC(CER9626) Physicals&Wind Resistance 20120516-R2453 05/16/2012
UL LLC(TST9628) Physical Properties 06CA20263 04/18/2006
UL LLC(TST9628) Wind Resistance 11CA34308 02/18/2012
UL LLC(TST9628) Physicals&Wind Resistance 4786093137 02/01/2014
UL LLC(TST9628) Wind Resistance 4786126532 02/10/2014
UL LLC(TST9628) Physical Properties Classification letter 02/13/2014
UL LLC(TST9628) Physical Properties Classification letter 10/02/2015
Miami-Dade(CER1592) FBC HVHZ Compliance Various NOAs Various
UL LLC (QUA9625) Quality Control Service Confirmation,R2453 Exp.08/20/2017
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 Classic' and Supreme*are fiberglass reinforced, 3-tab asphalt roof shingles.
4.1.2 Berkshire are fiberglass reinforced,4-tab asphalt roof shingles.
4.1.3 Devonshire'^" are fiberglass reinforced,5-tab asphalt roof shingles.
4.1.4„ Duration, TruDefinition� Duration, tiv Premium Cool, TruDefinitionE Duration® Designer Color
Collection, TruDefinitionROakridge� Oakridge and WeatherGuard' HP are fiberglass reinforced, laminated
asphalt roof shingles.
4.2 Berkshire* Hip & Ridge Shingles, High Ridge, WeatherGuard� HP Hip & Ridge Shingles, ProEdge Hip & Ridge
Shingles and DuraRidge"" Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles.
4.3 Starter Strip Shingle, Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used
for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory
for fire ratings of this product.
Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R7
Certificate of Authorization#9503 FL10674-1112
Revision 7:04/18/2016
Page 2 of 8
TRINITY ERD
5.4 Wind Classification:
5.4.1 All Owens Corning shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and
R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for
use in all wind zones Up to Vasd = 150 mph (Vint = 194 mph). Refer to Section 6 for installation requirements
to meet this wind rating.
5.4.2 All Owens Corning hip&ridge shingles,Starter Strip Shingle and Starter Strip Plus noted herein are Classified
in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are
acceptable for use in all wind zones up to Vasd = 150 mph (V,,it= 194 mph). Refer to Section 6 for installation
requirements to meet this wind rating.
5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less.
Calculations by a qualified design professional are required for conditions outside these limitations. Contact
the shingle manufacturer for data specific to each shingle.
5.4.4 Refer to Owens Corning published information on wind resistance and installation limitations.
5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building
Code and F.A.C. Rule 611320-3.
6. INSTALLATION:
6.1 Underlayment:
6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product
Approval,or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3.
6.2 Asphalt Shingles:
6.2.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using
minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following
exceptions:
Berkshire shingles require minimum five(5) nails per shingle.
WeatherGuard HP shingles require minimum six(6)nails per shingle.
i Devonshire'"shingles require minimum six(6) nails per shingle.
y Starter Strip Shingle and Starter Strip Plus require minimum five(5)nails per strip.
Refer to Owens Corning published information on wind resistance and installation limitations.
6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are
required. See figures below for details.
6.2.5 Minimum Nailing–Starter Strip Shingle and Starter Strip Plus:
Felt underlayment Deck Felt undedrymen Deck Ssit+dhered
Welt rioclko
Saff-adhered underlayrnt
WeatherLocka
underlaymem
Drip
Drip edge
edge Dnp edge eDrip—
dge
Nails located leafed
2'-0'ham rave
2"-3'from eave
Install first SON-sealing adhesive inti Nrrt Seo SSdkeedsinqgdh
eeslve
Starter Strip vrith s
positioned along ewe . � podtlmedalong ewe
shingle=
6'removed Starter Strip shingle overhangs eaves and rakes'/,='/i Starter Strip Flue overhangs eaves and rates 114--314•
Exterior Research and Design,U.C. Evaluation Report 037940.02.12-R7
Certificate of Authorization 119503 F1.10674-1112
Revision 7:04/18/2016
Page 3 of 8
QOTRINI-ry ERD
6.2.6 Minimum Nailing—Classic'" &Supreme:
r . r
Normal Mansard or Area para Normal Mansard or Arae parte
Wind Areas High Wind dasvanes y Wind Areas High Wind demnaa y
Area para vientos normaies Areas vientos/uertes Aran para viontos normalas Areas vientos/cartes
tt fAl tt,r , z (s rz- r t, IAI ut t r,- z" (B) z t' I
5"Exposure 5 5/8"Exposure
Exposition Exposici6n
6.2.7 Minimum Nailing—Berkshire"':
Seahnt strip Sealant strip
La tira de seka" /La tira de senador
9V. 9 8Yt 8'2" 8':" 81'2' 8'i' 1
V.
r
r
r
Standard Fastening Pattern 6-Nail Fastening Pattern
Sealant strip
Le tka de seltador
8 of 8 ut' 8 tit' 81/11,
,. 1
r
2. Asphalt rootlingcement
Camenro de who de astaho
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7
Certificate of Authorization#9503 FL10674-R12
Revision 7:04/18/2016
Page 4 of 8
QO
TRINITY I ERD
6.2.8 Minimum Nailing-Devonshire TM
1" 7" 8" 8" �- $�H-- "
a
Nails
••••••• r r r r
�,.
Exposld6n dexposure-6/8 pulp Se�+M location
Ubiead6n del sdador sw 6•:
Ten 11"Spots of kVW Roof Cement
Standard 6-Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern
6.2.9 Minimum Nailing— Duration°, Tru Definition® Duration, Duration® Premium Cool &TruDefinition� Duration«
Designer Color Collection:
"ail Fastening Pattern "all Fastening Pattern
aenNaa®ta�Mnhe ane wan laanaaa tWnrq ane usm
rra4 TV" wrti T"*A!
r 1r I tr r 1r 1r
---0 ...o e�o.r.
s.wser
j F] F� F�
Standard Fastening Pattern 6-Nail Fastening Pattern
Faateningfor S"Greater Than 21:12
au w.ar%0O.W4 arw wan
"aK 1YP"
I 12-
Mansard
rMansard or Steep Slope Fastening Pattern
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-117
Certificate of Authorization 119503 FL10674-R12
Revision 7:04/18/2016
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QOTRINITYIERD
6.2.1 Minimum Nailing—TruDefinition•Oakridgem,Oakridge®:
4 Nall Pattern 6 Nall Pattern
Fsg0ema con 4 davos Esquema con 5 davos
t. t..
I" t•
I•[— tr —+►I H— tz. F� tr —� ♦s-- >z --s{
14
55/8"Exposure Nalls 6 518"Exposwe Nags
8rposiddn do 65/8pulg. Cbvm Exposiddn de 6618puig. 56/8"Exposure Claws 6 6/0'Exposwe
Erposiddn de 35/8 ping. Exposiddn de 6519pulg.
Standard Fastening Pattern 6-Nail Fastening Pattern
Fastening for Slopes Greeter Then 21:12
8—HWO errnre r .mm
wY.rypui
r 12"
I r +r
�r
ter�•fya.a Npert ieoawq c.nwiw
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing—WeatherGuard®HP:
I�— 2 -�I
:S: ;: :•: A..rlilTti..�l Nrl ui.
crb...�i...+>I .
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7
Certificate of Authorization#9503 FL10674-R12
Revision 7:04/18/2016
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TRINITY ERS
6.3 Hip&Ridge Shingles:
6.3.1 Installation of Berkshire Hip and Ridge Shingles, High Ridge, WeatherGuard' HP Hip and Ridge Shingles and
ProEdge Hip& Ridge Shingles shall comply with the manufacturer's current published instructions, using four
(4) nails per shingle. Installation of DuraRidge'" Hip & Ridge Shingles shall comply with the manufacturer's
current published instructions, using two (2) nails per shingle. Refer to Owens Corning published
information on wind resistance and installation limitations, including the use of hand-sealing for wind
warranties.
6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.3.3 Minimum Nailing—Berkshire' Hip& Ridge and High Ridge:
Fig.1 Q Fig.2
�— preadilnil lMntl /
Direction A iopNew SltleVlae
Na•s A Nails 11 Nails
Y Q
1 I 7op Laminate! 2"
A 1 I a" piece
I I
A I I T T
I I
Q I 1
I I I
I 1 I
A I I 1 I I
A I I i i I
I I
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I
I
1
I
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6.3.4 Minimum Nailing—WeatherGuard® HP Hip and Ridge:
Fig.C Hip&Ridge Shingle Fastening
Fig.A Q Q TopVlaw
pres�ililtp Wiled
F—Direction A
A
Nails q q
I
A i I Nulls Nair
1 I
A I I I 1
A I I I I 1.. T
I I I 1
Eryoaure
S nPoaere
�I I
4f 14' �1
Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R7
Certificate of Authorization#9503 FL10674-1112
Revision 7:04/18/2016
Page 7 of 8
Q0TRINITYIERD
6.3.5 Minimum Nailing- ProEdge Hip&Ridge Shingles:
Prevailing Standard
Wind Direction Fastening
SeeI�M StriO Pattern
6'E'"""' IST seellent
Fasten 71k' 71h' 6•Ex"vere
etteseniridt
Reef Cement
6.3.6 Minimum Nailing—DuraRidge'" Hip& Ridge Shingles:
Note:The drawings below pertain to minimum,as-tested attachment requirements. Refer to Owens Corning
published installation instructions for their minimum requirements.
Top View
•—proven n bVe
Dinadenadntspr�miaMa Yu.p
I
rt. 22Wno o�naGw sawlli o ate.
aq
Oi
41-04 Lee
I
7. LABELING:
7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC
Table 1507.2.7.1/R905.2.6.1.
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625 ; (414)248-6409; karen.buchmann@ul.com
- END OF EVALUATION REPORT-
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7
Certificate of Authorization#9503 FL10674-1112
Revision 7:04/18/2016
Page 8 of 8