HomeMy WebLinkAboutProduct Review Affidavit IM2M
BCIS Home I Log In ( User Registration Hot Topics Submit Surcharge Stats&Facts Publications FKStatf �,=S Site Map f Links Search
Bus'pes
Professi I )Product Approval
..w- ,USER:Public User ,
Regulation
i
Product Approval Menu>Product or Aooliration Search>Application Listi ,
Search Criteria i.i Refine Sgarch
Code Version 2014 FL# ' 17022.1
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model,Number or Name ALL Product Description ALL
Approved for use In HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
,I
Search Results-AP lications
FL# T-M Manufacturer Validated By S a u
FL17022- Revision Extreme Metal Fabricators,LLC. Steven M.Urich, Approved
R3 FL#:FL17022.1 PE
History Model:(1)5-V Crimp (717)932-8500
Description:26 Gauge Steel,Lapped Roof Panel,Mechanically
Attached to Wood Deck.
Category:Roofing
Subcategory:Metal Roofing !
FL17022- Revision Extreme Metal Fabricators,LLC. Steven M.Urich, Pending FBC
R4 FL#:FL17022.1 PE Approval
Model:(1)5-V Crimp (717)932-8500
Description:26 Gauge Steel,Lapped Roof Panel,Mechanically
Attached to Wood Deck. II
Category:Roofing
Subcategory:Metal Roofing
Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary:
i
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.i:.Privacy Statement::Accessibility Statement::Refund Statement. .
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic
mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275
(1),�Floflda Statutes,effective October 1,2012,Iltensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
emalls.provlded may be used for official communication with the licensee.However email addresses are public record.'If you do not wish to supply a personal address,
please:pmvide the Dep=nent with an email address which can be made available to the public.To determine If you area licensee under Chapter 455,F.S.,please
click bere. .
Product Approval Accepts: '
®IN imJ :
. secure n".t'z I ,
I'
II
I
,f .
CSUCK 'En'q' I Bering
Specialty Structural .Englneerinq caucK,Inc.Certificote of Authorization x8064
Eva Iu;tion,:Report. .'.
"S.V Crimp;,
Metal Roof Assembly j
Manufacturer:
Extreme Metal Fabricators, LLC.
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
i,
for
Florida Product Approval I
# FL 17022.1 R2
Florida Building Code 5th Edition (2014).1
Per Rule 61G20-3
Method: 1- D
Category: Roofing
Sub - Category: Metal Roofing i
Product: 5-V Crimp Roof Panel
Material: Steel
Panel Thickness: 26 gouge
Panel Width: 24"
Nletbo
Categounno Wood Deck
r '
Sub-Catego Digitally signed by James L Buckner,P.E.
Electronically signed and sealed documents
Product shall comply with the provisions of FAC Rule:
Materiel: 61G15-23.
Preparvolb ```tt}1IIBtU
:
.
. ........,c�,y�•
Pane1W i
James L. Buckner, P.E.,SECB .-'ucENSF'••.F�'�
Florida Professional Engineer#31242 =*'• No 31242 •'
Florida Evaluation ANE ID: 1916
Project Manager:Youry Demosthenes Luz:
Report No. 15-176-5V-S6W-ER ��`�'• ATE P
(Revises 14-166-5V-56W-ER)
••-•.�oR1D•, (�
Date: 6/27/15 j 'sS/O AV. •
Contents:
Evaluation Report Pages 1-7y�3
CBUCK,Inc,.
2015.07.01 11:03:27-04'00'
1399 N.Killian Drive,Suite 4,West Palm Beach,Florida 334
Phone:(561)491-9927•Email:cbuck@cbuckinc.net-Website•. ww:w �03
cbuckinc.net
tl
I
FL#: FL 17022.1 R2
ate: 6/Z7"/'15-.
��U� En ineeri�� Pagert.No.:2 of 76-5V-S6W-ER.
I
Specialty Structural Engineerinq
cwcK,inc.Certificate of Authoilzotion#8064
Manufacturer: '- Extreme Metal Fabricators,LLC.
Product Name: 5-V Crimp
I
Product Category: Roofing
I
Product Sub-Category Metal Roofing
Compliance Method: State Product Approval Rule 61G20-3.005(1) (d)
'i
Product/System 5-V Crimp Roof Panel, 26 gauge steel, 24" wide panel mechanically attached to
Description: Wood Deck with screws.
,i
Product Assembly as Refer to Page 4 of this report for product:assembly components/materials &
Evaluated: standards:
1. Roof Panel
2. Fasteners `
3. Underlayment
4. Insulation Board(Optional)
Support: Type.. .
Wood Deck
(Design of support and its attachment to'support framing is outside the scope of
this evaluation.)
Description:
• .15/32"or greater plywood;
• or Wood plank(min.specific gravity of 0.42)
Slope: Minimum slope shall be in compliance with'FBC Chapter 15 Section 1507.4.2,
applicable code sections and in accordance with manufacturer's
recommendations.
Performance: Wind Uplift Resistance:
• Design Uplift Pressure(ASD): Referto'Table Al
(Refer to"Table A" attachment details herein)
�I
FL#; FL 17022.1 R2
Date: .6/27/1:5
ring. Report No'.;3 of 7 -SV-S6W-ER
�E3U�K E=ng1n�
99Page 3 of 7
Specialty Structural Enginekerinq ceucK,Inc,Certificate of Authorization#8064.
Performance The product described herein.has demonstrated compliance.with:.
Standards:' • UL580-06—Test for Uplift Resistance of Roof Assemblies
• U L 1897-04—Uplift test for roof covering systems
• TAS 125-03—Standard Requirements for Metal Roofing Systems
Code Compliance: The product described herein has demonstrated` compliance with Florida
Building Code 5th Edition (2014),Section 1504.3.2.
Evaluation Report This product evaluation is limited to ;compliance with the structural
Scope: requirements of the Florida Building Code, as related to the scope section to
Florida Product Approval Rule 611320-3.001.
i'
Limitations and • Scope of"Limitations and Conditions of Use"for this evaluation:
Conditions of Use: This evaluation report for"Optional Statewide Approval" contains technical
documentation, specifications and installation: method(s) which include
"Limitations and Conditions of Use" throughout the report in accordance
with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building
Commission is the authority to approve products under "Optional
Statewide Approval'.
• Option for application outside"Limitations and Conditions of Use"
Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific
approval by the local authorities having jurisdiction in accordance with the
alternate methods and materials authorized in the Code".Any modification
of the product as evaluated in this report an'd approved. by the Florida
Building Commission is outside the scope of this evaluation and will be the
responsibility of others. j
Design of support system is outside the scope of this report,.
•. Fire.Classification is outside the scope.of.Rule 61G20-3, and is therefore not.
included-in this evaluation.
• This evaluation report does not evaluate the use.of this product for use in the..
High Velocity Hurricane Zone code section. (Dade& Beoward Counties)
Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in
accordance with the Florida Building Code and'I Rule `61G20-3.005 (3) for
manufacturing under a quality assurance program audited by an approved
quality assurance entity through Keystone Certifications, Inc. (FBC Organization
ID#QUA 1824). "`
FL-#:- ' : FL 17 022.1 R2
Date: 6/27/
15
- � ����r�n ;Report No.:15-176-5V-S6W-ER.
Page 4 of 7-
Specialty Structural engineering ceucK,Inc.Certificate of Authorization#8064
Components/Materials Roof Panel: 5-V Crimp
by Manufacturer): Material: Steel
Thickness: 26 gauge (min.)
Panel Widths: 24"(max.)Coverage
Rib Height: 5/8"
Yield Strength: 40 ksi min.
Corrosion Resistance: Per FBC Section 1507.4.3
i
Fastener:
FASTENER 1 Used for Attachment Method 1
Type: Hex Washer Head Wood;Screw
Size: #9 x 1-1/2" (min.)
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Per ANSI/ASME 818.6.1
I
FASTENER 2 Used for Attachment Method 2&3
Type: Hex Washer Head Wood,Screw
Size: #10 x 1-1/2" (min.)
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Per ANSI/ASME 818.6.1,
i
Components&Materials: Underlayment:
(by Others) Material and application shall be in with;FBC Section 1507.4.5.1 and
1507.4.5.2, applicable codes and in accordance with manufacturer's
recommendations.
Insulation(Optional):
Type: Rigid Insulation Board.
Thickness: 3"(max.)
Properties:
Density: 2.25 pd(lbs/ft') min.
Or'Compressive Strength: 20 psi min._
Insulation Notes: I,
• Rigid Insulation shall meet minimum density OR compressive strength.
• Insulation shall comply with FBC Section ;1508. When insulation is
incorporated, fastener length shall conform to penetrate thru bottom of
support a minimum of 3/16".
i
i
Fl.#:' FL 17022.1 R2
: . ate:
..!D 6/27/15
Report No.:5 of 76-5V-S6W-ER
IPage
Speclalfiy Structural. Engineerinq ceucK,Inc.Certificate of Authorization ti8064.
..Installation. Installation.Method: ..
(Refer to"TABLE A" below and drawings.at the end of this evaluation.report.) .
■ Fastener Spacing: Refer to"TABLE A"Below.
(attached'to the tops of the V's for a total of 3 screws across the width of the
panel.)
■ Row Spacing: Refer to"TABLE A"Below
(along the length of the panel)
■ Minimum fastener penetration thru bottom of support,3/16".
■ For panel construction at the end of panels; refer to manufacturer's
instructions and any site specific design.
TABLE"A"
ALLOWABLE LOADS
METHOD 1: +METHOD 2: METHOD 3:
Design Pressure(ASD)*: -86 PSF i-93.5 PSF -101 PSF
Row Spacing: 16"o.c. 16"o.c. 8"o.c.
Fastener Spacing(across panel width): 12"o.c. j 12"o.c. 12"o.c.
Fastener Size: #9 j #10 #10
*Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of
2 to 1.
Install the 5-V.Crimp roof panel assembly in compliance with the installation
method listed in this report and applicable code sections of FBC. 5th Edition
(2014). The installation method described herein ,is in accordance with the
scope of this evaluation report. Refer to manufacturer's installation instructions
as a supplemental guide for attachment.
Referenced Data: 1. UL 580-06 &:UL 1897-04—Uplift Test
By. Architectural Testing, Inc.-West Palm Beach,'FL ,
(FBC Organiiatiori#TST ID: 1527) I'
Report No.: 1)5893.01-450-18, Date: 05/02/14!
2. TAS 12.5—Uplift Test
'By Architectural Testing, Inc.-West Palm Beach,FL
(FBC Organization#TST IM 1527)
Report No.: 1)5893.02-450-18, Date: 07/22/14
3. Quality Assurance
Keystone Certifications, Inc. (FBC Organization ID#QUA 1824)
Extreme Metal Fabricators, Inc. Licensee#974
4. Certification of Independence j
By James L. Buckner, P.E. @ CBUCK Engineeringl
.(FBC:Organizatio.n-#ANE 19.16)
FL#
FL 17.022.1 R2 . . .
ate: 6127 15... .
_ �rIrIQ
�� � ��� � Report No.:15-176=5V-S6W-ER
Tage 6 of 7
Speclalw Structural Engineering.
CSUCK,(nc.Certi}icate of Authorization#8064
.: Installation Method
Extreme:Metal Fabricators, LLC. . ,j..
5-V Crimp (26 gauge steel) Roof Panel.attached to,IWood Deck
Drawings j
24"Maximum Net Coverage
1 it
5/8
Panel Profile
i
.i
Non'M 125 at Nomnel tY ar+ j
/16
Fl�nars ,;
NO x 1-IrZ Mm or #10 x 14W Mh perTable W
Hex Waelw Head ft"
Paw OMIRP. Sp=d IT as aaasa die Pani WldIh
. '. ' Ftyefert�Tabla'A'for.Speciri9Alon9 Farrel L,er�lh
Dedc
- 1S132"or Chester Plywood,ar
- Vibod PWrk
Typical Assembly Profile View
(Typical Fastening Pattern Across Width - Interior)
A 1 FL#: . :.FL 17022:1 R2: .
. .. _ .... . . _ `!Dat
e:. 6/27/15
C-SUCK Enginring
.I Report No.:15-176-5V-S61N-ER
Page 7 of 7
I -
Specialty Structural Englneerinq caucK,Inc.;Certificate of Authorization#8064
Installation Method
Extreme-Metal Fabricators, LLC.
5-V Crimp (26 gauge steel) Roof Panel attached to, Wood.Deck
f
Fasteners-
#9 x 1-1/2"Min. or
#10 x 1-1/2"Min. per Table"A" 5-V Crimp Roof Panel
Hex Washer Head Wood Screws
i
i
o _ �
o
Deck-
-15/3Z'
eck:-15/32"or greater Plywood,or
-Wood plank
Typical Roof Assembly
Isometric View
(Optional) Rigid'Insulation' Board per Page 4 of this report -
TABLE"A»
ALLOWABLE LOADS
METHOD 1: METHOD 2:, : METHOD 3:
Design Pressure(ASD)*: -86 PSF -93.5 PSF -101 PSF
Row Spacing: 16"o.c. 16"o.c. 8" o.c.
Fastener Spacing(across panel width): 12"o.c. 12"O.C. 12"o.c.
Fastener Size: #9 #10 #10
*Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of
2 to 1.
Florida Building Code.Online https://www.floridabuildid$.oig/pr/pr_appjst.asp
..
SCIS Home ( Log In ( User Registration Hot Topics Submit Surcharge ( Stats&Facts t Publications.I FBC Staff ( BCIS Site Map I Links I Search
Mines
Prof essi I ,product Approval
gig �SER:Pubic User i
Regulation :w a
Product Aporoval Menu>Product or Application Search>Applkation List
- Search Criteria
Refine Search
Code Version 2014 FL# ALL
Application Type ALL Product Manufacturer POLYGLASS USA
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model,Number or Name ALL Product Description I ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
- i
Search Results-Applications
Go to Page . Page 1/2
pJ, Type Manufacturer Validated By.1 Status
FL1654-R17 Revision POLYGLASS USA John'W.Knezevich,PE Approved
History Category:Roofing (954)772-6224
Subcategory: Modified Bitumen Roof System
FL1654-R18 Revision POLYGLASS USA John.W.Knezevich,PE Pending FBC Approval
Category:Roofing (954)772-6224
Subcategory:Modified Bitumen Roof System
FL5259-R24 Revision POLYGLASS USA John W.Knezevich,PE Approved
History Category:Roofing (954)772-6224
Subcategory:Underlayments 'I
FL10291-R9 Revision POLYGLASS USAJohn W.Knezevich ,PE Approved
History Category:Roofing (954)772-6224
Subcategory:Cements-Adhesives-Coatings
FL10291-R10 Revision POLYGLASS USA John W.Knezevich,PE Pending FBC Approval
Category:Roofing -(954)772-6224
Subcategory:Cements-Adhesives-Coatings
FL16187-R2 Revision POLYGLASS USA John W.Knezevich,PE _Approved
History Category:Roofing (954)772-6224 '
Subcategory:Liquid Applied Roof Systems
FL16429-RS Revision FOLYGLASS USA. John W.Knezevich,PE. Approved
History Category:Roofing. (954).772-6.224'
Subcategory:Modified Bitumen Roof System
FL16429-R6 Revision POLYGLASS USA John W.Knezevich,PE Pending FBC Approval
Category:Roofing (954)772-6221
Subcategory:Modified Bitumen Roof System
FL16717-112' Revision POLYGLASS USA John W.Knezevich,PE Approved
History. Category:Roofing (954)772-622,4
Subcategory:Modified Bitumen Roof System
FL16717-R3 Revision POLYGLASS USA John W.Knezevich,PE Pending FBC Approval
Category:Roofing (954)772-6224
Subcategory:Modified Bitumen Roof System ,
FL16718-112 Revision POLYGLASS USA John W.Knezevich,PE Approved
History Category:Roofing (954)772-6224
Subcategory:Modified Bitumen Roof System
FL16718-113 Revision POLYGLASS USA John W.Knezevich,PE Pending FBC Approval
Category:Roofing (954)772-6224
Subcategory:Modified Bitumen Roof System
+f
Florida Building Code Online https://www.floridabuilding.brg/pr/pr.app_lst.asp:
FL16973-R2 Revision POLYGLASS USA John W.Knezevich,PE Approved
History Category:Roofing (954)772-6224
Subcategory:Cements-Adhesives-Coatings [
Go to Page " t 0 0 Page 1/20 0 "
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission r necessary.
Contact Us::"1440 North Mo Street hlhhassee FL 32399 Phone-8501487-1824
The State of Fbrtda is an AA/EEO employer.Co"hE2007-2013 State of Florida,'::Privacy Statement AccessibilU'Statement;:Refund Statement.
. ff
Under Florida law,emall addresses are public records.If you do riot want your a-mall address released In iesponseto,a pubUc-records request,do not send electronic '
mail to this entity.Instead,contact the office.by phone or by traditional mall.If you have any questions,please'Contact 450.487.1395..*Pursuant to Section '
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have '
one.The emalls provided may be used for official 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.!o determine r you are a licensee under Chapter
455,F.S.,please click he[e-. '
Product Approval Accepts:
Irk M
SCCitCI GtpYttiC�' ,
c
r
�f
l
3' 5 EXTERIOR RESEARCH &DESIGN,LLC.
I Certificate of Authorization#9503
��j1�� 353 Christian Street
Oxford,CT 06478
71
PHONE:(203)262-9245
j FAX:(203)262-9243
EVALUATION REPORT f
Polyglass USA,Inc. Evaluation Report P9290.02.08-1115
150 Lyon Drive FL1654-R17
Fernley, NV 89408 , Date of Issuance:02/11/2008
Revision 15:12/14/2015
SCOPE: f'
This Evaluation Report is issued under Rule 61G20-3 and the applicable rule's and regulations governing the use of
construction materials in the State of Florida.The documentation submitted has beehl reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code. The product described'herein has been evaluated for
compliance with the 5th Edition (2014) Florida Building Code sections noted herein.
I
DESCRIPTION: Polyglass SBS and APP Modified Bitumen Roof Systems j
-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 RobertiNieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity)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 I ERD 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,plus a 45-page Appendix.'
Prepared by: !�'u��t ,t;►,,,,�— j'.
.J �.O;�b:S?4 RD ✓
., 7ha hrslmlle seal appearing was authorized
r '':.t.�''' w*} ' by.
Nleminen,P.E.on 12/14/2015
Robert J.M.Nieminen,P.E. 4.�, s� ;
OAta�iut` This does not serve as an electronically signed document.Signed,
Florida Registration No.59166,Florida DCA ANE1983 �'�`�""`"' sealed hardcapies have been transmitted to the Product Approval
Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research&Design,LLC.d/b/a Trinity I ERD does not have,nor does it intend to acquird,6r will it acquire;a financial interest
in any company manufacturing or distributing products it evaluates. f
2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled'by any company manufacturing or
distributing products it evaluates. j'
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.
I,
sc Ertiit » rr� t
� f ER
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing i
Sub-Category: Modified Bitumen Roof Systems
Compliance Statement: Polyglass SBS and APP Modified Bitumen Roof Systems, as produced by Polyglass USA, Inc., 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 I Year
1504.3.1 Wind FM 4474 2004
1504.7 Impact FM 4470 1992
1507.11.2 Physical Properties ASTM D6162 2000
1507.11.2 Physical Properties ASTM D6163 ff 2000
1507.11.2 Physical Properties ASTM D6164 2005
1507.11.2 Physical Properties ASTM D6222 2008
1507.11.2 Physical Properties ASTM D6509 2009
I
3. REFERENCES: f
Aaibt Examination Reference Date
ERD(TST6049) Physical Properties P10490.10.08-2 10/30/2008
ERD(TST6049) FM 4470/4474 P13760.09.09 ! 09/10/2009
ERD(TST6049) FM 4470/4474 P13770.09.09 09/10/2009
ERD(TST6049) FM 4470/4474 P30540.11.09-111 11/30/2009
ERD(TST6049) FM 4470/4474 P30550.12.09 12/02/2009
ERD(TST6049) Physical Properties P33960.12.10 12/30/2010
ERD(TST6049) FM 4470/4474 1333970.03.11 03/15/2011
ERD(TST6049) Physical Properties P37590.03.13-3A 03/06/2013
ERD(TST6049) FM 4470/4474 P39680.03.13 03/04/2013
ERD(TST6049) Physical Properties P37590.03.13-1-111 06/26/2013
ERD(TST6049) Physical Properties 1337590.03.13-2-111 07/01/2013
ERD(TST6049) Physical Properties P37590.07.13-2 07/01/2013
ERD(TST6049) Physical Properties P37590.03.13-5-111 07/01/2013
ERD(TST6049) Physical Properties P37590.07.13-1 07/02/2013
ERD(TST6049) FM 4470/4474 P41630.08.13 08/06/2013
ERD(TST6049) Physical Properties 1345940.09.13 09/04/2013
ERD(TST6049) Physical Properties P44370.30.13 10/04/2013
ERD(TST6049) FM 4470/4474 SC6160.11.14 11/10/2014
ERD(TST6049) Physical Properties PLYG-P45440SC.03.1571 03/31/2015
ERD(TST6049) Physical Properties SC5170.05.15 ' 05/08/2015
ERD(TST6049) FM 4474 SC8085.05.15 05/19/2015
ERD(TST6049) FM 4470/4474 SC8905.15 11/24/2015
FM Approvals(TST1867) FM 4470 2W7A7.AM 08/04/1994
FM Approvals(TST1867) FM 4470 OD3A3.AM 04/04/1997
FM Approvals(TST1867) FM 4470 2DOAO.AM i 12/23/1998
FM Approvals(TST1867) FM 4470 2D5A9.AM 06/22/1999
FM Approvals(TST1867) FM 4470 3006646 01/04/2000
FM Approvals(TST1867) FM 4470 3001334 01/25/2000
FM Approvals(TST1867) FM 4470 3001334 02/15/2000
FM Approvals(TST1867) FM 4470 3000857 01/12/2000
FM Approvals(TST1867) FM 4470 3004091 01/12/2000
FM Approvals(TST1867) FM 4470 3006115 ! 05/02/2001
FM Approvals(TST1867) FM 4470 3012321 07/29/2002
FM Approvals(TST1867) FM 4470 3014692 08/05/2003
FM Approvals(TST1867) FM 4470 3014751 08/27/2003
FM Approvals(TST1867) FM 4470 3007170 01/13/2004
FM Approvals(TST1867) FM 4470 3019317 06/30/2004
FM Approvals(TST1867) FM 4470 3020703 ; 07/30/2004
FM Approvals(TST1867) FM 4470/4474 3018332 01/31/2006
FM Approvals(TST1867) FM 4470/4474 3023368 03/20/2006
Exterior Research and Design,LLC. Evaluation Report P9290.02.08-R15
Certiflcate of Authorization#9503 FL3654-1117
Revision 15:12/14/2015
f Page 2 of 5
i
is �-
•,. � �[„$��t�� Tit
�; RK Uj
Kq2ta Examination Reference Date
FM Approvals(TST1867) FM 4470/4474 3024594 05/23/2006
FM Approvals(TST1867) FM 4470/4474 3023458 07/18/2006
FM Approvals(TST1867) FM 4470/4474 3030668 09/12/2007
FM Approvals(TST1867) FM 4470/4474 3032172 06/12/2009
FM Approvals(TST1867) FM 4470/4474 3049631 04/21/2014
PRI(TSTS878) Physical Properties PUSA-062-02-01 12/04/2007
PRI(TSTS878) Physical Properties PUSA-061-02-02 01/28/2008
PRI(TSTS878) Physical Properties PUSA-064-02-02 02/27/2008
PRI(TST5878) Physical Properties PUSA-062-02-02 12/04/2008
Miami-Dade(CER1592) HVHZ Compliance Various NOAs j Various
Miami-Dade(CER1592) Proposal for Review 10-0823 10/12/2010
UL I.I.C.(QUA9625) Quality Control Service Confirmation,R14571 Exp.10/06/2018
4. PRODUCT DESCRIPTION:
This Evaluation Report covers Polyglass Modified Bitumen Roof Systems installed in accordance with Polyglass USA,Inc.published
installation instructions and the Limitations/Conditions of Use herein. The following Polyglass membranes make up the subject
systems.
^ }s x # as € jTABLE 1ROLL"7OODSFOR POLYGLAS$MgOIF�ED BITI)MEN R00F SYS M w ix $
Type Product Specification
Reference Grade Type
Polyglass G2 Base ASTM D4601 N/A II
Base Sheets Polyflex SA Base ASTM D4601', N/A If
Polyglass APP Base ASTM D6509 N/A N/A
Polyglass HT Base 650(sand-backed) ASTM D6162 S III
Elastobase ASTM D6163 S I
Elastoflex V ASTM D6163 S I
Elastoflex SA V Base ASTM D6163,Table2 S I
Elastoflex SA V FR Base ASTM D6163,Table 2 S I
Elastoflex SA V Plus ASTM D6163 S I
Elastoflex SA V Plus FR ASTM D6163 S I
Elastobase Poly ASTM D6164'1 S I
Elastoflex S6 ASTM D6164 i;, S I
SBS Membranes Elastoflex VG ASTM D6163 G I
Elastoflex VG FR ASTM D6163 G I
Elastoflex S6 G ASTM D6164 ' G I
Elastoflex S6 G FR ASTM D6164 G I
Polyfresko G SBS(sand or poly-film backed) ASTM D6164 G I
Polyfresko G SBS FR(sand or poly-film backed) ASTM D6164 G I
Elastoshield TS G ASTM D6164 G I
Elastoshield TS G FR ASTM D6164 G I
Elastoflex SA P ASTM D6164 G I
Elastoflex SA P FR ASTM D6164, G I
Polyreflect ASTM D6164 I 5 I
Polyflex ASTM D6222 S I
Polyflex G ASTM D6222 1 G I
Poi ex G FR ASTM D6222 G I
Polyfresko G ASTM D6222:1 G I
Polyfresko G FR ASTM D6222 G I
APP Membranes Pol bond ASTM D6222 ; S I
Pol bond G ASTM D6222 G I
Polyflex SA P ASTM D6222 G I
Polyflex SA P FR ASTM D6222 G I
Polyfresko G SA ASTM D6222 G I
Pol kool ASTM D6222 S I
S. LIMITATIONS:
i
5.1 This is a building code evaluation. Neither Trinity)ERD 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 HVHZ.
Exterior Research and Design,LLC. Evaluation Report P9290.02.08-R3S
Certiflcote of AuthorIzation#9503 F1.1654-1137
Revision 15:12/14/2015
Page 3 of 5
5.3 Refer to a current Roofing Materials Directory for fire ratings of this product.
5.4 For steel deck installations,foam plastic insulation shall be separated from the building interior in accordance with FBC
2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply. r I
5.5 The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be
in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented
through proper codified and/or FBC Approval documentation.
5.6 For recover installations,the existing roof shall be examined in accordance with FBC 1510.
5.7 For mechanically attached insulation or membrane or strip-bonded insulation, the;maximum design pressure for the
selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. Zones
2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure
criteria. Commonly used methods are RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk" carry the
limitations set forth in Section 2.2.1.5.1(a)of FM LPDS 1-29 for Zone 2/3 enhancements.
5.8 For fully-adhered insulation,the maximum design pressure for the selected assembly shall meet or exceed critical design
pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems
5.9 For mechanically attached insulation or membrane over existing roof decks,fasteners shall be tested in the existing deck
for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum
requirements for the system. Testing and analysis shall be in accordance with TAS 105,lor ANSI/SPRI FX-1.
r;
5.10 For bonded insulation or membrane over existing substrates in a re-roof(tear off)or recover installation,the existing deck
or existing roof surface shall be examined for compatibility with the adhesive to bd�installed. If any surface conditions
exist that bring system performance into question, field uplift testing in accordance with ASTM E907, FM LPDS 1-52,
ANSI/SPRI IA-1 or TAS 124 shall be conducted on mock-ups of the proposed new roof assembly.
5.11 For bonded insulation or membrane over existing substrates in a recover,installatio,h, the existing roof system shall be
capable of resisting project design pressures on its own merit to the satisfaction of tli,6 AHJ,as documented through field
uplift testing in accordance with ASTM E907,FM LPDS 1-52 or TAS 124.
5.12 Metal edge attachment(except gutters),shall be designed and installed for wind loads in accordance with FBC Chapter 16
and tested for resistance in accordance with ANSI/SPRI ES-1 or RAS 111,except the basic wind speed shall be determined
from FBC Figure 1609.
5.13 All products in the roof assembly shall have quality assurance audit in accordance withithe FBC and F.A.C.Rule 61G20-3.
6. INSTALLATION:
6.1 Polyglass Modified Bitumen roof systems shall be installed in accordance with Polyglass USA, Inc. published installation
instructions,subject to the Limitations/Conditions of Use noted herein.
6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = 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 loads.
6.3 Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect on the
system wind load performance. Refer to current Roofing Materials Directory for fire ratings associated with coating usage.
➢ PG200 Non-Fibered Roof Coating;
➢ PG300 Fibered Roof Coating;
➢ PG600 Non-Fibered Aluminum Roof Coating;
➢ PG650 Fibered Aluminum Roof Coating; 1
PG700 High Quality Elastomeric Roof Coating;
➢ PG700QS(Quick-Set)High Quality Elastomeric Roof Coating (over granule-surfaced AP i only);
PG800 Asphalt Emulsion Roof Coating;
➢ Polyplus 60 Premium Non-Fibered Aluminum Roof Coating;
➢ Polyplus 65 Premium Fibered Aluminum Roof Coating;
Polybrite 70 Premium Grade Elastomeric Roof Coating;
Polybrite 70QS(Quick-Set)Premium Grade Elastomeric Roof Coating(over granule-surfaced APP only);
Polybrite 90 High Solids Silicone Roof Coating,
Polybrite 95 Silicone Roof Coating.
I
Exterior Research and Design,I.I.C. Evaluation Report P9290.02.08-Ri5
Certificate of Authorization 119503 FL1654-R17
Revision 15:12/14/2015
Page 4 of S
Ir
i
i
sRNN
j `
�k
E
NT�
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
S. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C.Rule 61 6f 20-3 QA requirements
9. QUALITY ASSURANCE ENTITY:
ULLLC—QUA9625;(314)578-3406,k.chancellor@us.ul.com
-THE 45-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT-
'I
I
I
i
,III
;f
Exterior Research and Design,I.I.C. Evaluation Report P9290.02.08-R15
Certificate of Authorization#9503 FL1654-R77
Revision 15:12/14/2015
Page 5 of 5
1 yT'Y a
g
Table Deck Application Type Description Page
1A Wood New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 4
113-1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 4-8
113-2 Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 9-10
1C Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 10
1D Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 11
IE Wood New,Reroof(Tear-Oft)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 12
1F-1 Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 13-15
1F-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 16-17
1G Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 18
2A Steel or Conc. New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 19
2B Steel or Conc. New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 20-21
2C Steel or Conc. New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 22-23
3A-1 Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 24-27
3A-2 Concrete New or Reroof(Tear-Off) A-1 Bonded Temporary Roof,Bonded Insulation,Bonded Roof Cover 28-29
36 Concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 30
4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 31-32
413, LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 33
4C LWIC New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 34-36
5A CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 37
5B CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 38
SC CWF New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 39
5D CWF New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 39
5E CWF New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 39
6A Gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 40-41
6B Gypsum Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 42
6C Gypsum Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 42
6D Gypsum Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 42
7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 43-45
7B- —-- --Various - — — -Recover --- - - — - ` `- -- F— Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 45
The following notes apply to the systems outlined herein:
1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the
roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement:
➢Wood: Minimum 0.75-inch penetration.
➢ Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
D Concrete: Minimum 1-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 polyisocya nu 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 1505.1 and,for foam plastic,FBC Chapter 26,when installed with the roof cover.
Exterior Research and Design,U.C.d/b/a Trinityi ERD Evaluation Report P9290.02.08-R15 for F1.1654-1137
Certificate of Authorization#9503 Revision 15:12/14/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 45
r
`f Rln ERD
4. Minimum 200 psi,minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D(mechanically attached base sheet,bonded roof cover),whereby the base
sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the'steel and concrete deck listings. Roof decks and
structural members shall be in accordance with FEC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
S. Unless otherwise noted,insulation adhesive application rates areas follows. Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions.
➢ Hot asphalt(HA): Full coverage at 25-30 lbs/square.
➢ Dow Insta-Stik Roofing Adhesive(D4S): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.
➢ Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c.
➢ OMG OlyBond 500(013500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 500 is
referenced.
➢ OlyBond Classic(OB Classic): Full coverage at 1 gal/square.
➢ 3M CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o.c.
➢ Note: When multiple layers(s)of insulation and/or coverboard are installed in ribbon-applied adhesive,boardioints shall be staggered.
➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing.
6. Unless otherwise noted,all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum
Design Pressure(MDP)limitations. In no case shall these values be used to'increase'the MDP listings in the tables;rather if MDP listing below meets or exceeds that listed for a particular system in the tables,then
the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table:
➢ Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min.0.5-inch thick)
➢OMG OlyBond 500(OB500): MDP -45.0 psf (Min.0.5-inch thick Multi-Max FA-3)
➢ OMG OlyBond 500(OB500): MDP -187.5 psf (Min.0.5-inch thick ISO 95+GL)
➢ OMG OlyBond 500(OB500): MDP -315.0 psf (Min.0.5-inch thick ENRGY 3)
➢ OMG OlyBond 500(08500): MDP -487.5 psf (Min.0.5-inch thick ACFoam II)
➢3M CR-20: MDP -117.5 psf (Min.1.0-inch thick)
7. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
8. For mechanically attached components or partially bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC
Chapter 16,and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117 and FM LPDS 1-29.
Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.1.5.1(a)of FM LPDS 1-29 for Zone 2/3 enhancements.
9. For fully bonded assemblies,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no rational analysis is permitted.
10. For mechanically attached components over existing decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the
minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1.
-- -- --- - --- ---- - - - - ---- -- --- ---- - --- -
11.- -For existing substrates in a bonded recover installation,the existing roo f system shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system shall be capable of
resisting project design pressures on its own merit to the satisfaction of the AHJ,as documented through field uplift testing in accordance with ASTM E907,FM LPDS 1-52,ANSI/SPRI IA-1 or TAS 124.
12. For Recover Applications using System Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application.
13. LWIC shall be cast,in-accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced,refer to current LWIC Product Approval for specific deck
construction and limitations. For systems where specific LWIC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat thickness is 2-inches. For LWIC over structural concrete,
reference is made to FBC Section 1917.4.1,Point 1.
Exterior Research and Design,I.I.C.d/b/a TrinityI ERD Evaluation Report P9290.02.08-1115 for FL3654-1137
Certificate of Authorization#9503 Revision 15:12/14/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 2 of 45
vy
f
T�ir�iis�ERar
14. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications. r
._ � � :TABLEI'ROLYGL'`ASSROOF+C'OVE
Reference Layer Material Application
BP-AA Base Ply One or more plies Polyglass G2 Base,FBC Approved ASTM D4601,Type II
Base and PI sheets,Asphalt- PI One or more lies Polyglass PI IV Polyglass PI VI FBC Approved ASTM D2178,Type IV or VI Hot Asphalt at 20-40
Y P Y P� Yg Y Yg Y
Applied) Note: Asphalt-applied sheets or Insulation shall not be applied to poly film surfaced membranes. lbs/square
Base Ply or Ply One or more plies Elastobase(poly/sand),Elastobase P(poly/sand),Elastoflex V,Elastoflex S6,Polyglass HT Base 650
SBS-AA Elastoflex S6,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield TS-G FR,Polyfresko G SBS(sand-backed),Polyfresko Hot Asphalt at 20-40
(SBS,Asphalt-Applied) Cap G SBS FR(sand-backed) lbs/square
Note: Asphalt-applied sheets or insulation shall not be applied to poly-film surfaced membranes.
SBS-TA Base Ply or Ply One or more plies Elastobase(sand/poly),Elastobase(poly/poly),Elastoflex V,Elastoflex S6
(SBS,Torch-Applied) Ca Elastoflex V,Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield TS-G FR, Torch-Applied
Cap Polyfresko G SBS(poly-film backed),Polyfresko G SBS FR(poly-film backed)
Base Ply One or more plies Elastoflex SA V Base,Elastoflex SA V FR Base,Elastoflex SA V Plus,Elastoflex SA V Plus FR
SBS-SA Cap Elastoflex SA P,Elastoflex SA P FR,Polyreflect
SBS,Self-Adhering) Self-Adhering
( Note: Unless otherwise noted,permissible membrane substrates for SBS-SA are limited to the SBS-SA Base Ply options herein,
Elastobase(poly/sand)or Elastobase(poly/poly).
APP-TA Base Ply or Ply One or more plies Polyglass APP Base,Polyflex,Polybond
(APP,Torch-Applied) Cap Polyflex,Polyflex G,Polyflex G FR,Polybond,Polybond G,Polyfresko G,Polyfresko G FR Torch-Applied
APP-SA
Cap Polyflex SA P,Polyflex SA P FR,Polyfresko G SA,Polykool
(APP,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates for APP-SA are limited to the SBS-SA Base Ply options herein, Self-Adhering
Elastobase(poly/sand)or Elastobose(poly/poly).
15. Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect on the system wind load performance. Refer to current Roofing Materials Directoryfor fire ratings
associated with coating usage.
➢ PG200 Non Fibered Roof Coating;
➢ PG300 Fibered Roof Coating;
➢ PG600 Non-Fibered Aluminum Roof Coating;
➢ PG650 Fibered Aluminum Roof Coating;
➢ PG700 High Quality Elastomeric Roof Coating;
➢ PG700QS(Quick Set)High Quality Elastomeric Roof Coating(for granule-surfaced APP only);
_ ➢ PG800 Asphalt Emulsion Roof Coating;
➢ Polyplus 60 Premium Non-Fibered Aluminum Roof Coating;
➢ Polyplus 65 Premium Fibered Aluminum Roof Coating;
➢ Polybrite 70 Premium Grade Elastomeric Roof Coating;
➢ Polybrite 70QS(Quick Set)Premium Grade Elastomeric Roof Coating(for granule-surfaced APP only);
➢ Polybrite 90 High Solids Silicone Roof Coating or Polybrite 95 Silicone Roof Coating.
16. The following represent priming requirements for gypsum-based coverboards:
➢ Dens Deck and Dens Deck Prime shall be field-primed with PG100 prior to self-adhering or torch-applied membrane application. No priming is required for hot-asphalt membrane applications.
➢ SECUROCK Gypsum-Fiber Roof Board does not require field priming for any membrane application.
17. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Refer to FBC 1609 for determination of design wind loads.
Exterior Research and Design,LLC.d/b/a Trinity IERD Evaluation Report P9290.02.08-R15 for FL1654-1117
Certificate of Authorization#9503 Revision 15:12/14/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 3 of 45
�TRII�lIY ERS
TABLE 1G: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER
System Deck(See Primer Roof Cover(See Table 1) MDPsf
(P )
No. Note i) Joint Treatment Base Ply Ply Cap
108 MIn.15/32- (Optional)PG100 None SBS-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- g0.0
Inch plywood TA,APP-TA TA,APP-TA
Min.15/32-
109 (Optional)PG100 None Pol ex
_inch.plywood_ Yfl SA Base (Optional)APP-TA APP-TA 90.0
Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V Base or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS-
-110 Inch plywood PG100 97.5
p ywood place to create continuous bond. Elastoflex SA V FR Base TA,APP-TA TA,APP-TA
Min.15/32- Plywood joints are covered with 4-Inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V Plus or (Optional),SBS-SA,SBS- _ ;SBS-SA,APP-SA,SBS-
-111 inch plywood (Optional)PG100 place to create continuous bond. Elastoflex SA V Plus FR TA,APP-TA TA,APP-TA 135.0
Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus rolled into
-112 inch plywood (Optional)PG100 place to create continuous bond. Polyflex SA Base (Optional)APP-TA APP-TA -135.0
Exterior Research and Design,LLC.d/b/a TrinitylERD Evaluation Report P9290.02.08-R35 for FL1654-R17
` Certificate of Authorization#9503 Revision 15:12/14/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 18 of 45