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Product Aooroval Menu>Product or Application Search>Application List>Application Detail 9r�8�+ tiPp��f"'7 I 1
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FL# �€evisio-n �M7 S l.,l�f,yr�ro � J�oFS MIT 73
Application Type Revision 1��1 M hP ,_
Code Version 2014 L'C,! rP`��tPY{��:���, ��j !�
Application Status Approved
Comments
Archived '
Product Manufacturer POLYGLASS USA
Address/Phone/Email 150 Lyon Drive
Fernley,NV 89408 Ae
/He'►f SA QR�"'�vI/1��IC
akin 384-1 polyg30 242
jkins l 0 Ext xt SIM
OFft
Authorized Signature James Akins
jakins@polyglass.com W
Technical Represented Steve Wadding
Address/Phone/Email 150 Lyon Drive
Fernley,NV 98408
(602)363-7139
stevew@polyglass.com
Quality Assurance Representative James Akins
Address/Phone/Email 555 Oakridge Road t:
Humboldt Industrial Pk 't
Hazleton,PA 18201 < <�
(800)894-4563
jakins@polyglass.com
Category Roofing
Subcategory odiFied,Bitptrr0Trof.Sy-em)
_ffoCompliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
W Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nleminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 06/27/2016
Validated By John W.Knezevich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL16717 R2 C0I 2015 01 COI Nieminen.odf
rSVIEWED
tJyrdr�l7 ear(of Standard) ;�ndard Year
ASTM 02178 2004
LUCIE COUNTY ASTM D4601 2004
LDING DIVISION ASTM D6162 2000
REVIEV iEDASTM D6163 2000
i�V0 ASTM D6164 2005
E +. ASTM D6222 2008
Y ASTM D6509 2009
— �� +�a"O TAS 110 2000
NS AND PERMIT TAS 114 2011
E KEPT ON JOEL OR
CTION WILL BE MADE
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li'lorida.Building Uode Untme rage L of L
� F
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method i Option D
Date Submitted 06/17/2015
Date Validated 06/23/2015
Date Pending FBC Approval 06/28/2015
Date Approved .08/18/2015
Summary of products
FL tf 1114odel,Number or Name Description
16717.1 Polyglass SBS and APP Modified Modified bitumen roof systems
Bitumen Roof Systems
Limits of Use Installation Instructions it
Approved for use In HVHZ:Yes FL16717 R2 II 2015 06 FINAL Al ER POLYGLASS M0D8rr HVHZ FL16717-1
Approved for use outside HVHZ:No R2, f
Impact Resistant:N/A Verified By:Robert Nieminen PE-59166
Design Pressure:+N/A/-622.5 Created by Independent Third Party:Yes
Other.1.)The design pressure In this application pertains to one Evaluation Reports
system.Refer to ER Appendbc for all systems and ma dmum FL16717 R2 AE 2015 06 FINAL ER POLYGLASS MODBIT HVHZ FL16717-
design pressures.2.)Refer to ER Section 5 for Limits of Use. IR2.Ddf
Created by Independent Third Party:Yes
Contact Us::1940 North Monroe Street Tallahassee FL 32399 Perone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addressees are public records.If you do not want your e-mail address released in response to a pub0oreoxds request,do not send electronic
mall to this entity.Instead,contact the office by phone or by loaditbnal mall.If you have any questions,please contact 850.487.1395.-Pursuant to Sermon 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Departme0t with an email address If they have one.The
ernails,provided may be used for omcal communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public To detemrine if you are a Ilmsee under Chapter 455,FS.,please
dick h%M.
Product Approval Accepts: .
ITIUC5
a
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ERD
! TRINI
TABLE 1E-2:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Deck Base Sheet Roof Cover MDP(psf)
No. (See Note 1) Base Fasten Attach PI—Y Cap
Min.19/32-inch plywood Elastobase,Elastobase Poly,Polyglass G2 Base, OMG Flat Bottom Plates(square)with Roofgrip 12-inch o,c.in 4-inch lap and 12-Inch (Optional)One or more
W-40 or wood plank;24"spans. CertainTeed Glasbase,Firestone MIS Base,JM #14,Dekfast Hex with Dekfast#14 or Trufast 3!' o.c.In two,equally spaced,staggered BP-AA,SBS-AA,SBS-TA or SOS-AA,SBS- -52.5
lid common nails G"o.c. Perma-Ply 28,Tamko Glass Base or GAFGLAS#75 Metal Insulation Plate with Trufast#14 HD center rows APP-TA TA,APP-TA
Min.19/32-Inch plywood Dekfast Hex with Dekfast#14 or Trufast 3" 12-inch o.c.in 4-inch lap and 12-inch SBS-SA,APP-
W-41 orwood plank;24"spans; Elastobase or Elastobase Poly with poly top surface o.c,in two,equally spaced,staggered One or more SOS-SA SA,SBS-TA or -52.5*
8d common nails Wox. Metal Insulation Plate with Trufast#14 HD center rows APP-TA
Min.19/32-inch plywood 12-inch o.c.in 4-inch lap and 12-inch
W-42 or wood plank;24'spans; Elastobase or Elastobase Poly with poly top surface Dekfast Hex with Dekfast 014 or Trufast 3" o.c.in two,equally spaced,staggered Polyflex SA Base APP-TA -52.5
lid common nails 6'ox. Metal Insulation Plate with Trufast#14 HD center rows
Min.19/32-inch plywood 12-inch o.c.in 4-Inch lap and 12-inch (Optional)One or more
W-43 or wood plank;24"spans;. Elastobase or Elastobase Poly OMG Flat Bottom Plates(square)with Roofgrip o.c.in two,equally spaced,staggered BP-AA,SBS-AA,SBS-TA or SBS-AA,SBS-
60.0
common nails 4'o.c. #12 center rows APP-TA TA,APP-TA
'-,Mi6!19/324ncKplyw&6d.
P a tei(s q qa re)1,ilEhn -inch
P .pans; ithAciloan�17 ' - SBS�SA,APP
grip Y,
e SA'_`S`BS-TA w- =%O*
4-44 Y& 'WWo� c�re,! -SA',-
la'fik;24 �6baie dr Elastoba�e Poly with.6.1
- _c__In.two�e%ta ��a�pdr_ed
center rows �A
PP�TA
Mi„.19J3z-Inch plywood OMG Flat Bottom Plates(square)with Roofgrip 12-inch o.c.in 4-inch lap and 7
W-45 orwood plank;24”spans; Elastobase or Elastobase Poly o.c.in two,equally spaced,staggered Polyflex SA Base API-TA -60.0
Sd common nails 4o,c. #12
4/ center rows
Min.15/32-inch or wood OMG#12 Standard Roofgrip or OMG#14 Heavy 6-inch O.C.at 4-inch lap and 6-inch 6-c.
W-46 plank;24"spans;010 Polyglass APP Base Duty(min,1-5/8-inch long)with OMG 3"Round in three,equally spaced,staggered (Optional)APP-TA APP-TA -90.0
screws 6"o.c. Metal Plates or OMG Flat Bottom Metal Plates center rows
Min.15/82-inch or wood OMG#12 Standard Roofgrip or OMG#14 Heavy 6-Inch o.c.at 4-inch lap and 6-inch o.c. (Optional)BP-AA,SBS-AA, SBS-AA,SBS-
W-47
plank,24"spans;40.10 Elastobase(with sand top surface) Duty(min.1-5/4-inch long)with OMG.3"Round in three,equally spaced,staggered -90.0
screws 6o.6 Metal Plates or OMG Flat Bottom Metal Plates center rows SBSTAorAPP-TA TAorAPP-TA
Min.15/32-Inch or wood Trufast#12 DP or Trufast#14 HD(min.1-5/8- 6-inch o.c.at 4-inch lap and 6-inch o.c.
W48 plank,24"spans;010 Elastobase(with sand top surface) inch long)with Trufast 3"Metal insulation In three,equally spaced,staggered (Optional)BP-AA or SBS SBS-AA -90.0
screws 6"O.C. Plates center rows AA
Min.I5/32-inch or wood OMG#12 Standard Roofgrip or OMG#14' Heavy 6-inch o.c.at 4-inch lap and 6-inch o.c.
W-49 plank;24'spans;#10 Polyglass APP Base Duty(min.1_5/8-inch long)with OMG_3"Round in five,equally spaced,staggered (Optional)APP-TA APP-TA -120.0
screws 4"o.c. Metal Plates or OMG Flat Bottom Metal PI I ates center rows
Min.15132-inch or wood OMG#12 Standard Roofgrip or OMG#14 Heavy 6-inch o.c.at 4-inch lap and 6-inch o.c. (Optional)BP-AA,SBS-AA, SBS-AA,I SBS-
W-50 plank,24'spans;#10 Elastobase(with sand top surface) Duty(min.1-5/8-inch long)with OMG r Round in five,equally spaced,staggered -120'0
screws 4"o.c. Metal Plates or OMG Flat Bottom Metal Plates center rows SBS-TA or APP-TA TA or APP-TA
Min.15/32-inch or wood Trufast#12 Dip or Trufast#14 HD(min.1-5/8- 6-inch-o.c.at 4-inch lap and 6-inch o.c. (Optional)BP-AA or SBS-
W-51 plank;24'spans;$$20 Elastobase(with sand top surface) inch long)With Trufast 3'Metal Insulation in five,equally spaced,staggered SBS-AA -120.0
screws 4"o.c. Plates center rows AA
Exterior Research and Design,U.C.d/b/a Trinity)ERD FBC HVHZ EVALUATION Evaluation Report P40690.12,13-1-R3 for FL16717-92
Certificate of Authorization#9503 Revision 3:06/17/2015
A Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 11 of 33
APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE,
Table peck Application Type Description page
1A-1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 4-5
1A-2 Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 6-
1B Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top insulation,Bonded Roof Cover 7
iC Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 7
10 Wood New,Reroof(Tear-Off)or Recover D Prelim.Attached insulation,Mech.Attached Base Sheet,Bonded Roof Cover 8
SE 1 — T Wflod— New
or Reroof(Tear Off) _ E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 9 1—
TE 2 'Wood New Reroof{Tear Off)°or Recovert, _ E. on?Irisulated Mech Attached Base` heet`Bonded Roof Cover ., #11,11
2A Steel or Conc. New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 12
213 Steel or Conc. New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 13-14
2C Steel or Conc. New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 15
3A-1 Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded,Rooftover
16-19
3A-2 Concrete New or Reroof(Tear-Off) A-1 Bonded Temporary Roof,Bonded Insulation,Bonded Roof Cover 20-21
38 Concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 21
4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 22-23
448 LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 24
4C LWIC New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 25.27..,
SA CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded,Roof Cover 28
SB CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 28
SC CWF New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 29
54 CWF New,Reroof(Tear-Off)or Recover C Mech.Attached Insulati&6,Bonded Roof Cover 29
SE CWF New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech,Attached Base Sheet,Banded Roof Cover 29
6A Gypsum New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 30 '" -
6B Gypsum New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 31
6C Gypsum New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover '31
6D Gypsum New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 31
7A various Recover A-1 Bonded Insulation,Bonded Roof Cover .32-33
The following notes apply to the systems outlined herein:
1. The evaluation herein pertains to above-deck roof components;deck-attachment details pertain to'as-tested'conditions under TAS 114,Appendix 1..Roof decks shall be in accordance with FBC(HVHZ)requirements
to the satisfaction of the AH).
2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement:
Y Wood: Minimum 0.75-inch penetration.
D Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck,
Concrete: Minimum 1.25-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions.
3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanu rate, polystyrene, wood fiberboard, perlite, gypsum-based roof board or mineral-wool roof board that meets the QA
requirements of F.A.C.Rule 61G20-3 and is documented as meeting FBC HVHZ 1516 and,for foam plastic,FBC Chapter 26,when installed with the roof cover.
Exterior Research and Design,LLC.d/b/a Trinity ERD FBC HVHZ EVALUATION Evaluation Report P40690.12.13-1-R3 for FL16717-R2
Certificate of Authorization 69503
Revision 3:06/17/2015
{ Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 33
Flonda Building Code Unime rage 1 or
• - Regulation-
.ss
ir
flollda DeparMtj Bas Home ! Log In 1 user Registration ! Not Topics ! .Submit surclm ge ! stats a Facts Publications g FBC staff I BaS Site Map I links Search
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Regulation
Product Approval Menu>Product or Applkatbn Seardr>Application List>Application Detail
• R S FaO67.4R� 1.1
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Owens Coming
Address/Phone/Email One Owens Coming Parkway
Toledo,OH 43659
(740)4047829
greg.keeler@owenscoming.com
Authored Signature Greg Keeler
greg.keeler@owenscoming.mm
Technical Representative Mel Sancrant
Address/Phone/Email 1 Owens Coming PKWY
Toledo,OH 43659
(419)376-8360
meJ-sancrant@awenscomig.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory esphalt Shingles.
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
5 Evaluation Report-Hardoopy Received
Florida Engineer or Architect Name who developed the Robert J.M.Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 08/20/2017
Validated By John W.Knezevich,PE
iZ Validation Checklist-Hardcopy Received
Certificate of Independence FL10674 RSi COI 2015 01 COI Nieminen.pdf
Referenced Standard and Year(of Standard) Ld Year
ASTM D3161 2009
ASTM D3462 2009
ASTM D7158 2008
Equivalence of Product Standards
Certified By
Sections from the Code
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.Florida..BuUd ng Code c)=e
Product Approval Method 1 Option!)
DM SubrtdMed 10/35/2015
Date VWkbtod 10/19/2015
Date Pr riding FBC Approval 10/20!2015
Dabs Approved 12/35/2015
mnlary of ProduM
FL= Number or frame DeSCrIPtIW
10674.1COmb�g Asphalt Roofiml Shhfgles 'tab,4-tab,54ab,laminated•starter and hip&ridge shingles
Star0er5
umft of We Instituartlion Instructions
Approved for use b HVHD NO F110674 Rli II 2015 30 FINAL ER OC ASPHe�T
Approved for use outWe HVK&YES N 4 .
IM RSM N/A Va led By:Robert M.Nlemireen PE-59166
Oeftn Pressure:NIA CreaLad by Indepaged Third Party:Yes
Other.Refer to ER,Section 5. Evablation ReportS
ti+M74 RSS AE 2015 10 FINAL ER OG ASPHALT
106-74:RII.Ddf
.
Created by Independent Third Pa :Yes
h ::1940 Wrne:850-487-1824
The State or FwWa ban WeW WWWIW.Pao.,ftt 2007-2013 Stati of Fli A .::PrNm Stftement::Acmwfl2gmf StAment::
tinder taDrtda la W.elrlall addfesss arY trrrtik rOmrds.if you d0 chat vaM yav a-trta0 addrt,5 released(n rlSpOnSE m a pubYcreoads mQu�`t.d0 not SE11G Electronic
mei!to thk eWty.behead,torih[t die e100e tar D�Or tar badatoral rrtaa.Iryou bare�Y Vlr�.��mrVatt 850.487.1395.'Pursuant mSection 455.275
(1),Plorlda StataOo,dllective tXtoter 1.2012.ac�sio9onsed urderQrePOer 455,FS.mut!piwtle the Departrnent+rftlt anemia address Moray have orre.The
erraus prortded may ba aced foradlwi mmmwdmtiwt aMlt dre tlmsee.Howeyerer�➢address ate pubPe r¢tad.If Y'a+do not rrklt to wppy a Pe+r°nal address,
0�provide the ikpnrtmatl:Mtlr an erra9 eddn�whiff can be made av��trre Nubile To delermMe If you are a 6eeraee uMcQrepaer 455.FS.,PiFae
PmdYdAppmral AooeS1>G
®®®
SeamritIrwaTaIcsi
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EXTERIOR RESEARCH&DESIGN,LLC.
CerifauteofAuft kation#9503
TRINITY� JERD
353 CHRISTIAN STREET,UNIT#13
OXFORD,CT 064.78
PHONE:(203)262-9245
FAX:(203)262-9243
EVAWAMON REPORT
Owens Corning - Evaluation Qeport 037940.02.12-R6
One Owens Coming Parkway FL10674-1111
Toledo,OH 43659 Date of Nuance:02/06/2012
Revision 6; 10/15/2015
SCOPE:
This Evaluation Report is issued under Rule 6.1620-3 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 produtt under the Florida.Building bode and Florida Building Code,Residential Volume. The products described
herein have been evaluated for compliance with the 5"'Edition(2014)Florida Building Code sections noted herein.
DEsCRIPTION: Owens Corning AsphaR Roof Shingles
LaeeuNr: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
eotmNuED.[AMP CE: This Evaluation Report is valid until such time as the named product(s) ck�arjg6s, 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
referentW-QuarltyAssuranee documentation changes. Trini ylERD requires a complete review of this Evaluation Report
relativeto updated Code requirements with each Code Cycle.
Amemum0iiXt 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:entiretll.
1NsPrcnow Upon request,a copy of this entire Evaluation Report shall be provided to the user by the.manufacturer or its '
distributors and shah be available for inspection at the job site at the request of the Building 6MC- 1.
This Evaluation Report consists of pages 1 through 7. .
Prepared by:
���'+•''��f14•W O` 'n�ESxsYn➢e;wl.dl lY�:aala[med by RobeK Memhm
Robert J.M.Nieminen P.E. '� ^' :
s ;;.,,�?f .�L�ta:. . PSon7W3eseal44ppeaftwlrotseneasanetediWca8ys ed
NM%&R ��ii»usSftdoaimenf: =acedlwd Dksiwavebeenxrawinedmthe
egistration No.59366.Hori�c.DCAAiVE1984 r
.. tloeuctappmvalAEmttdsaatmantl tothe names eiienc
CeeTrreangi f of hmNr�►cE
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. Trin'ityl 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 distw-buting products for
which the evaluation reports are being issued.
4. Robert Plieminet�,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 anyway,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.
0
T. R.Rr4
RtfE y�S`iE�Atlf�►3'iOill:
L scorn
Praduc-t QtOglolr. Rooffig
Su&CaSgerry: Asphalt Shingles
Compliance StKenaMU Owens Coming;Asper Roof Shim as produces.by Owens Comft have demonstrated
ice -*e#oiia?�ring se0ons the ftfWa i Cade and Florida Building Code,Resrderil Volume
through testing in accordanm with V a follewhW Standards. Compliance is subject to the tea Requirements
and liniltations/CwmUwnsof Use setfora herein.
2. STANOAR
s Pmt Standard Year
158 -fit.8 2� tai Pi es. ASMb34R 2009
15fl72-7 i,PS62461 1 rind Re� ASTM.03161 2Fi0.9
L+47?.Ti,R305.Z6.1 Wiflo ftswince ArrM_W158 2008
3. LACES:
jv*W ftf ence Date
U! 11 ii 6ZG} Pls�r teals& 1;2453#Ycl.3 42/W2007
UL L gl P W120516-924S3. 05116/2%2
U1 Ut GGW6264 WAWMGs
tfi.lff"Sma* Wirid Na� 11t f134M 0 2832
llLkf i+i � Phl*WS#fid:ftastance 47$6093.137 %20.4
ttt t1C fit nd 474WEM j1=4
ul.LLC fiSrlizsj QZW2M4
L&LLC fi'SIg628) classilloarontwor
- ode. � FBC't ice varlous NOhs Various
ui.itC3acei ,Rim E�ip.' j2417
4. PROOM DESCUPrWk.*
4.1 Asphalt Shingles:
4.LI Comic!and Supreme are fr'berglass reinforced,3-tab asphalt roof shingles.
4.1.2 Serlahire`are fiberglass ra!indan;edx?1"sphalt roof shingles.
4:L3 De++onshireTM are fibergiess rdaWi:e i 5 asphalt roof shingles.
4.1A Duratlon, TruDefinitior► Duratirt , gnat Premium Cool, TtuDefinitiorr Duration. Designer .Color
Collection,TruDeffnit n Oab*e, *and WeatherGuard HP are fiberglass relnfbrcedz lanais d
ar�ttaE# shingles. - .
4;2 Bettis- Hid&Ridge Shingles, Higft Ridge, Hip&Ridge With Solent.WeeaerHuard'.HP Hip& Ridge
Shingles,pwEdge Hip&Ridge Slimes and DuraftW-Hip&Ridge Shingles are4bnlass reief timed,hip
an+d ridge asphalt.roof steles.
4.3 Starter Strip Shingle,Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt rioof shingles.
S. LMVdTATWM
5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Niernken, P..i.a% many way, the
Designer of Record for any ptci�t ort vjbdi this Evaluation Report,of prevfo versals thereof,is/was
used for perr»itft or design gindance unless for that Puc#rcae-
5.2 This Evaitodon.Report is not for in the i WZ-
5,3 Fre Classification is not part of this Evaluation Report; refer to current Approsed Roofing Materials
Directory for fire ratings of this produc L
Exttw Rewards and V esvi6 UC. Erahsation Repast 037M.02.22-RS
Ccs arxo�.#utM,hoNva M1667+R11
Revbbn 6:1011SA015
Pap 2of7
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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 03.161,Class F and/or ASTM WISS,Class H,indicating the shingles are acceptable for
us in all wind zones up to V,w=150 mph(Vuk_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 Plica noted herein are
Classified in accordance with FBC TaIAet 1507.2.71 and 11905.2.6.1 to ASTM D3161,Class F,'indicating the
shingles are acceptable for us in all wind zones up to Vw=150 mph(V„,=194 mph). Refer to Section 6
for instaflation requirements to meet this wind rating.
5A.3 Classification by ASTM x7158 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 Coming 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 FA.C.Rule 61G20-3.
6. DwAumiop:
61 UAderlayment:
6.1.1 Undedayment shall be acceptable to.Owens Corning and shall hold current Florida Statewide Product
Approval,or be Locally Approved per Rule 6IG20-3,per FBC Sections 1507.2.3;1507.2.4 or R9p5. 2.3.
6.2 Asphalt Shingle
6.2.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using
niirrin'itim four(4)nail's per shingle in accordancewith FBC Sections 1.507.2 or R905.2,with the following
exceptions:
Berkshire*shingles require minimum five(5)nails per shingle.
➢ Wwtherl$uard HP shingles require.minimum six(6)nails per shingle.
Devonshire"'shingles require minimum six(6)nags per shingle.
Starter Strip Shingle and Starter Strip Plus require minimum five(5)nails per strip.
Refer to Owens Coming published information on wind resistance and:installatipn limitations.
6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
15Q7.Z:66tn052.5. Staples are not permitted.
61,4 Where the roof,slope exceeds 21 units vertical. in 12 units horizontal, special .methods,of fastening are
required. Contact the shingle manufacturer for details.
6.2.5 Minimum Nailing—Starter Strip Shingle and Starter Strip Plus:
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EuteriorResearch andOesign,U.C. Evaluation Report 03794GAL12-RG
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5.2.6 MinimAp Naibng—t[aWk*&&jPreMe:
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6.2.9' Minimum Nailing — Duration®, TruDefmitionO Duration, Duration® Premium Cool & TruDefinition
Duration Designer Color Collection:
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62,10 : Minirmum Nailing—TrvQefinit oW Oakridge®,Oakridge®:
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AVOW 2?Q�J41-da—m ."IOR.rfti(C3
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6:2.11 Minimum Nailing—WeatherGuafdO HP:
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6.3 Hip&Ridge Shingles:
611 Installation of Berkshire Hip and Ridge Shingles, High-Ridge,Hip&Ridge with Sealant,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.
Exterior Reseatth and Design,LLC. Evaluation Report 037940.02.12 R6
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6.3.6 Minimum Nailing-Prolidge Hip&Ridge Shingles:
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6.3.7 Minimum Nailing—DuraRidg6m Hip.&Ridge Shingles:
Note:The drawings below pertain to minimum, as-tested attachment requirements. Refer to Owens
Corning published installation instructions fortheir minimum requirements.
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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.
S. BUILDING PEWIT REQUIREMENTS;
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
9. MANUFACTUMNG PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA
requirements.
10. QUALrry ASSURANCE ENTITY:
UL LLC—QUA9625;(414)248-6409;karen.buchmannOul.com
END OF EVAWATION REPORT-
Exterior Research and Design,LLC. Evaluation Report 037940A2.12-R6
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