HomeMy WebLinkAboutRevisions-Added FLAT ROOF PRODUCT APPROVAL AND ROOF INFO SHEET OFFICE USE ONLY:
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FL# FL1654-R27 ' A
Application Type Revision �`�
Code Version 2020 V
Application Status Approved 1Y
\ACv\\)
V /
Comments f ��
Archived [\`
Product Manufacturer POLYGLASS USA ` r�,✓
Address/Phone/Email 1111 W.Newport Center Drive \�/)✓"
Deerfield Beach,FL 33442
(954)233-1330 Ext 242
malpert@polyglass.com
Authorized Signature Maury Alpert
malpert@polyglass.com /
Technical Representative TECH REP
Address/Phone/Email 1111 West Newport Center Drive a '
Deerfield Beach,FL 33442 v1EW�D F�NGE
(866)802-8017 �� COMp���P►
uspolyglasstechnical@poiygl
Quality Assurance Representative QA REP /�^D�j ,� ^Ov�
Address/Phone/Email 1111 West Newport Ce■�r�1�e v
Deerfield Beach,FL 33442
(888)41 �
uspolyglasstechnical@poly95.co m• K o o
r�
AIL �O
Category Roofing
Subcategory Modified Bitumen Roof System
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Englneer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC jsjot4
Quality Assurance Contract Expiration Date 11/07/2022
Validated By John W.KnezevlCh,PE RV
Validation Checklist-Hardcopy Received
Certificate of Independence F1 1654 R27 COI 2020 01 COI NIEMINEN D�[
Referenced Standard and Year(of Standard) Standard Year
ASTM D4601 2012
ASTM D4897 2009
ASTM D6162 2015
ASTM D6163 2015
ASTM 06164 2011
ASTM D6222 2011
ASTM D6509 2015
ASTM G155 2013
FM 4470 2016
FM 4474 2011
UL 1897 2012
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/OZ/2020
Date Validated 10/04/2020
Date Pending FBC Approval 10/12/2020
Date Approved 12/15/2020
Summary of Products
Model,Number or Name Description _�
1654.1 Polyglass Modified Bitumen Roof SBS and APP modified bitumen roof systems
Systems
Limits of Use I� 1"1614nstallation Instructions
Approved for use in HVHZ:No 127 II 2020 09 30 FINAL AS ER PC MODBIT F 16 4-j
1 Approved for use outside HVHZ:Yes R27.pdf
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 relates Evaluation Reports
to one particular assembly over concrete deck.Refer to the FL1654 R27 AE 2020 09 30 FINAL ER PG MODBIT F 1654-
ER Appendix for other systems and deck types.2.)Refer to BZz w
ER,Section 5 for other Limits of Use.3.)Refer to FL16717 Created by Independent Third Party:Yes
for HVHZ jurisdictions.
0
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employe.9,Wljpht 2007-2013 State of Flb ida.::Privacy Statement::Accesslbnity,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
mail 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 455.27S(I),
tlorloe Statutes,effective October 1,1o12,licensees licensed under chapter 4S5,F.s.must Provide the Department with an email address If they have one.The emails
provided may be used for foal mmmunic rtlon with the licenser.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 determine if you are a licensee under Chapter 455,F.S.,please dick here.
Product Approlrei Accepts:
=009tk
Credit Card
Safe
NEMO I etc.
Certificate of Authorization 832455
353 Christian Street,Unit#13
Oxford,CT 06478
(203)262-9245
ENGINEER EVALUATE TEST CONSULT
EVALUATION ••
Polyglass USA,Inc. Evaluation Report P9290.02.08-R25
1111 West Newport Center Drive FL1654-R27
Deerfield Beach,FL 33442 Date of Issuance:02/11/2008
(954)233-1330 Revision 25:09/30/2020
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. The product described herein has been evaluated for
compliance with the 711 Edition(2020)Florida Building Code sections noted herein.
DESCRIPTION: Polyglass Modified Bitumen Roof Systems
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPUANcE:This Evaluation Report is valid until such time as the named product(s)changes,the referenced
Quality Assurance or production facility location(s)changes,or Code provisions that relate to the product(s)change.
Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any
changes to the product(s),the Quality Assurance or the production facility location(s). NEMO ETC,LLC requires a
complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT:The Florida Product Approval Number(FL#) preceded by the words"NEMOI etc. 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 94-page Appendix.
Prepared by:
_ - —C 4 .. 2°$tea s`aiea/�•
OF
Robert 1.M.Nieminen,P.E. The facsimile seal appearing was authorized by Robert
Florida Registration No.59166,Florida DCA ANE1983 Nieminen,P.E.on 09/30/2020.This dcez not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMO ETC,LLC 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. NEMO ETC,LLC 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 NEMO ETC,LLC 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.
02018,NEMO ETC,LLC
ONEMOJetc.
ROOFING SYSTEMS EVALUATION:
e•
Product Category: Roofing
Su"tegory: Modified Bitumen Roof Systems
Compliance Statement: Poiyglass Modified Bitumen Roof Systems,as produced by Polyglass USA,Inc.,have
demonstrated compliance with the following sections of the 7r^Edition)2020)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
1504.3.1 Wind resistance FM 4474 2011
1504.3.1 Wind resistance UL 1897 2012
1504.6 Accelerated weathering ASTM G155 2013
1504.7 Impact resistance FM 4470,Section 4.6 2016
1507.10.2 Material standard ASTM D4601 2012
1507.10.2 Material standard ASTM D4897 2009
1507,11.2 Material standard ASTM D6162 2015
1507.11.2 Material standard ASTM D6163 2015
1507.11.2 Material standard ASTM D6164 2011
1507.11.2 Material standard ASTM D6222 2011
1507.11.2 Material standard ASTM D6509 2015
3. REFERENCES:
Erl Exam Reference Date Entity Exam Reference Date
ERD(TST6049) Physicals P10490.10.08-2 10/30/20DB FM(TST1867) FM 4470 3006115 05/02/2001
ERD(TST6049) FM 4470/4474 P13760.09.09 D9/10/2OD9 FM ITST1867) FM 4470 3012321 07/29/2002
ERD(TST6049) FM 4470/4474 P13770.09.09 09/10/2009 FM ITST1867) FM 4470 3014692 08/05/2003
ERD(M6049) FM 4470/4474 P30540.11.09-R1 11/30/2009 FM(TST1867) FM 4470 3014751 08/27/2003
ERD(TST6049) FM 4470/4474 P30550.12.09 12/02/2009 FM MT1867) FM 4470 3007170 01/13/2004
ERD(TST6049) Physicals P33960.12.10 12/30/2010 FM(TST1867) FM 4470 3019317 06/30/2004
ERD(TST6049) FM 4470/4474 P33970.03.11 03/15/2011 FM(TST1867) FM 4470 3020703 07/30/2004
ERD(TST6D49) Physicals P37590.03.13-3A 03/06/2013 FM ITST1867) FM 4470/4474 3019332 01/31/2006
ERD(r9r6049) FM 4470/4474 P39680.03.13 03/04/2013 FM(TST1867) FM 4470/4474 3023368 03/20/2006
ERD(TST6049) Physicals P37590.03.13-1-R1 06/26/2013 FM(TST1867) FM 4470/4474 3024594 05/23/2006
ERD(TST6049) Physicals P37590.03.13-2-R1 07/01/2013 FM ITST1867) FM 4470/4474 3023458 07/18/2006
ERD(TST6049) Physicals P37590.07.13-2 07/01/2013 FM(TST1867) FM 4470/4474 303GG68 09/12/2007
ERD(TST6049) Physicals P37590.03.13.5-R1 07/01/2013 FM(TST1867) FM 4470/4474 3032172 06/12/2009
ERD(TST6049) Physicals P37590.07.13-1 07/02/2013 FM(TST1867) FM 4470/4474 3049631 04/21/2024
ERD(TST6049) FM 4470/4474 P41630.08.13 08/06/2013 FM(TST1867) FM 4470/4474 3057029 02/OZ/2017
ERD(TST6049) Physicals P45940.09.13 09/04/2013 NEMO(TST6049) Criticality 4SPLYG-18-W1o6.18 06/23/2018
ERD(TST6049) Physicals P44370.10.13 10/04/2013 NEMO(TST6D49) FM 4474 a-PLYG-18-003.08.18 08/21/2018
ERD(TST6049) Physicals P39520.09.14-2 09/11/2014 NEMO ITST6049) Criticality 45-PLYG-LB-001.w.18 10/03/2018
ERD(TST6049) FM 4470/4474 SC6160.11.14 11/10/2014 NEMO(TSM049) ASTM D4897 4SPLYG-18-W7.11.18-2 11/16/2018
ERD(TST6049) Physicals P45440SC.03.15-1 03/31/2015 NEMO ITST6049) ASTM D6164 45,PLYG-SaUO2.11.18-3 11/28/2018
ERD(TST6049) Physicals SCS170.05.15 05/08/2015 NEMOITST6049) FM 4474 a PLYG-18o03.11.18 11/28/2018
ERD(TST6049) FM 4474 SC8085.05.15 05/19/2015 NEMOITST6049) FM 4474 4-PLYG-18-o03.01.19 01/11/2019
ERD(TST6049) Physicals 5C5170.12.15 12/29/2015 NEMO(TST6049) ASTM D6163 4SPLYG-18002.01.19-A 01/24/2019
ERD(TST6049) FM 4470/4474 SC9455.15 04/01/2016 NEMO(TST6049) ASTM D6162 4 PLYG-18-W2.01.19-8 01/25/2019
ERD FM6049) FM 4470/4474 PLYG-SC8905.05.16-1 05/17/2016 NEMO(TS76049) FM 4474 4L.PLYG-18-003.04.19-A 04/08/2019
ERD(TST6049) FM 4470/4474 PLYG-SC8905.05.16-2 05/17/2016 NEMO ITST6049) ASTM D6222 4SPLYG-1"2.05.19-C 05/20/2019
ERD(TST6049) FM 4470/4474 PLYGSC10815.07.16-R1 09/23/2016 NEMO(TST6049) ASTM D6222 4S-PLYG-1"IM.19-0 05/20/2019
ERD(TST6049) UL 1897 PLYG-SC32025.10.16 10/12/2016 NEMO(TS76049) ASTM D6163 4SPLYG-18-002.05.19-11 05/20/2019
ERD(TST6049) FM 4470/4474 PLYG-SC11475.16 11/17/2016 NEMO(TST6049) ASTM D6164 4SPLYG-1"2.05.19-N 0 513 1/20 1 9
ERD(TST6049) FM 4470/4474 PLYG-SC13235.01.17 01/17/2017 NEMO(TST6049) Criticality 4SPLYG-18m1.06.19.A 07/17/2019
ERD(TST6049) FM 4470/4474 PLYG-SC33920.05.17 05/30/2017 NEMO(TST6049) ASTM D6164 4SPLYG-18002.09.19-1 09/06/2019
ERD(TST11294) FM 4470/4474 PLYG TL13945.05.17-1 05/30/2017 NEMO(TST6049) ASTM D6164 4SPLYG-184102.09.19-I 09/06/2019
ERD(T5711294) FM 4470/4474 PLYG-C1L13945.OS.17.3 05/30/2017 NEW(TST6049) FM 4474 aa-PLYG-20-LSWUS,01.A 08/28/2020
ERD(TST6049) FM 4470/4474 PLYG-SC13945.05.17 05/30/2017 PRI(TSTS878) Phys.4 PUSA-062-02-01 12/04/2007
ERD ITST6049) rM 4470/4474 PLYG.SC15760.09.17 09/11/2017 PRI(TST5878) Physicals PUSA-061-02-02 01/28/2008
FM(TST1867) FM 4470 2W7A7.AM 08/04/1994 PRI(TST5878) Physicals PUSA-064-02-02 02/27/2008
FM(TST1867) FM 4470 OD3A3.AM 04/04/1997 PRI(TST5878) Physicals PUSA-062-02-02 12/04/2008
FM(TST1867) FM 4470 2DOAO.AM 12/23/1998 PRI(TST5878) TAS 114 PUSA-188-02-01 OZ/08/2017
NEMO ETC,LLC Evaluation Report P9290.02.08-R25
Certii*cte of Authorization#32455 77NEDITION(2020)FBC NON-HVHZ EVALUATION FL1654-R27
Polyglass Modified Bitumen Roof Systems Revislon 75:09/30/2020
Page 2of5
ONEMOjetc.
Ent Exam Reference Date Entity am Reference Date
FM(TST1867) FM 4470 2DSA9.AM O6/22/1999 PRI JTSTS878) TAS 114 PUSA-188-02-02 02/08/2017
FM(TST1867) FM 4470 3006646 01/04/20D0 PRI JTST5878) TAS 114 PUSA-198-02-03 02/08/2017
FM(TST1867) FM 4470 3001334 01/25/2000 PRI(TST5878) TAS 114 PUSA-202-02-01 05/17/2017
FM(TST1867) FM.70 3001334 02/15/2000 PRI(TST5878) TAS 114 PUSA-202-02-02 05/17/2017
FM(TST1867) FM 4410 3000817 01/12/20W M-D(CER1592) HVHZ Various NOAs Various
FM(TST1867) FM 4470 '004091 01/12/2000 M-0(CER1592) Prop.for Rev. 10 0823 10/12/2010
UL(QUA9625) Quality Control Service Confirm 09/13/2018
PRODUCT4. 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.
TABLE 1:ROLL-GOODS FOR MODIFIED BITUMEN ROOF SYSTEMS
Material Standard
Type Product Reference Ty Grade Plant(s)
Polyglass G2 Base ASTM D4601 II N/A AL
Polyflex SA Base ASTM D4601 II N/A FL
Base Sheets Elastobase SA ASTM D4601 II N/A PA
Elastovent ASTM D4897 N/A N/A PA
Polyglass Base ASTM D6SD9 N/A N/A FL
APP,Smooth-Surface Polybond ASTM D6222 1 S FL
Membranes Polyflex ASTM D6222 I S FL
Polykool ASTM D6222 1 S FL
Polybond G ASTM D6222 I G FL
Polyflex G ASTM D6222 I G FL
Polyflex G FR ASTM D6222 I G FL
APP,Granule-Surface Polyfresko G ASTM D6222 I G NV
Membranes Polyfresko G FR ASTM D6222 I G NV
Polyflex SA P ASTM D6222 I G FL,TX
Polyflex SA P FR ASTM D6222 I G TX
Polyfresko G SA ASTM D6222 I G NV
Polyfresko G SA FR ASTM D6222 I G NV
Elastoshield HT ASTM D6162 III 5 FL
Elastobase ASTM D6163 I S FL
Elastoflex V ASTM D6163 I S FL
Elastoflex SA V ASTM D6163 I 5 FL,PA,TX
Elastoflex SA V FR ASTM D6163 I S FL,PA,TX
SBS,Smooth-Surface Elastoflex SA V Plus ASTM D6163 I S FL,TX
Membranes Elastoflex SA V Plus FR ASTM D6163 I S FL,TX
Elastobase P ASTM D6164 I S FL,TX
Elastoflex SA Base HD ASTM D6164 I S PA,TX
Elastoflex S6 ASTM D6164 I S FL
Elastoflex S6 HP ASTM D6164 11 5 NV
Polyreflect ASTM D6164 I S FL
Elastoshield HT G ASTM D6162 III G FL
Elastoshield HT G FR ASTM D6162 III G FL
Elastoflex V G ASTM D6163 I G FL,PA
Elastoflex V G FR ASTM D6163 I G FL,PA
SBS,Granule Surface Elastoflex S6 G ASTM D6164 I G FL,PA
Membranes Elastoflex S6 G FR ASTM D6164 I G FL
Elastoshield TS G ASTM D6164 I G FL,TX
Elastoshield TS G FR ASTM D6164 1 G FL,TX
Elastoflex SA P ASTM D6164 I G FL,TX
Elastoflex SA P FR ASTM D6164 I G FL,TX
NEW ETC,LLC EValUation Report P9290.02.08-RZS
Certificate of Authorization N32455 7"EDITION(2020)FBC NON-HVHZ EVALUATION FL3654-R27
Polyglass Modified Bitumen Roof Systems Revision 25:09/30/20ZO
Page 3 of 5
OMEMO I etc.
5.1 This is a Building Code Evaluation. Neither NEMO ETC,LLC 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 FBC High Velocity Hurricane Zone jurisdictions(i.e.,Broward and Miami-Dade
Counties).
5.3 This Evaluation Report pertains to above-deck roof components. Roof decks and structural members shall be in
accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction.
5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and
limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning
the use of foam plastic insulation.
5.5 This Evaluation Report does not include evaluation of roof edge termination. Refer to FBC 1504.5 for requirements
and limitations regarding edge securement for low-slope roofs.
5.6 Refer to FBC 1511 for requirements and limitations regarding recover installations.
5.6.1 For mechanically attached components 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 shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard
TAS 105.
5.6.2 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 be installed. If any surface
conditions exist that bring system performance into question,field uplift testing in accordance with ANSI/SPRI IA-
1,ASTM E907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124 shall be conducted on
mock-ups of the proposed new roof assembly.
5.6.3 For bonded insulation or membrane over existing substrates in a recover installation,the existing roof system shall
be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having
Jurisdiction,as documented through field uplift testing in accordance with ASTM E907,FM Loss Prevention Data
Sheet 1-52 or Testing Application Standard TAS 124.
5.7 Refer to Appendix 1 for system attachment requirements for wind load resistance.
5.7.1 "MOP"=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.
5.7.2 For mechanically attached components or partially-bonded insulation, the maximum design pressure for the
selected assembly shall meet or exceed at least the Zone 1 PRIME design pressure determined in accordance with
FBC Chapter 16. Elevated pressure zones shall employ an attachment density designed by a qualified design
professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss
Prevention Data Sheet 1-29,Roofing Application Standard RAS 117 and Roofing Application Standard RAS 237.
Assemblies marked with an asterisk"carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data
Sheet 1-29(February 2020)for Zone 2/3 enhancements.
5.7.3 For assemblies with all components fully bonded in place,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.
5.8 All components in the roof assembly shall have quality assurance audit in accordance with F.A.C.Rule 61620-3.
Refer to the Product Approval of the component manufacturer for components listed in Appendix 1 that are
produced by a Product Manufacturer other than the report holder on Page 1 of this Evaluation Report.
NEMO ETC,LLC Evaluation Report P9290.02.08-R25
Certif—te OfAuthonzotim N32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL1654-R27
Polyglass Modified Bitumen Roof Systems Revision 25:D9/30/2020
Page 4 of 5
ONEMOletc.
6. INSTALLATION:
Polyglass Modred Bitumen Roof Systems shall be installed in accordance with Polyglass USA, Inc. published
installation instructions,subject to the Limitations/Conditions of Use noted herein.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this
product.
8. MANUFACTURING PLANTS:
Contact the named QA entity for manufacturing facilities covered by F.A.C.Rule 61G20-3 CA requirements. Refer
to Section 4 herein for products and production locations having met codified material standards.
QUALITY9.
UL,LLC—QUA9625:(414)248-6409,karen.buchmann@ul.com
-THE 94-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT-
NEMO ETC,t1C Evaluation Report P9290.02.08-R25
Certificate of Authorization A32455 7'"EDITION(2020)FBC NON-HVHZ EVALUATION FL16S4-R27
Polyglass Modified Bitumen Roof Systems Revision 25:09/30/2020
Page 5 of 5
ONEM-0 1 etc.
TABLE 11:WOOD DECKS
INSULATED,SYSTEM TYPE F:NON BONDED ROOF
System I Deck(Note 1) Primer Roof Cover(Note 15) MDP(FIM
No. Joint Treatment Base Ply Ply cap Ply
SELF-ADHERING BASE PLY:
APA rated, Elastoflex SA V Plus
W 208 7/16 CAT, None OSB joints are covered with 4-inch wide strips of Elastoflex SA V,rolled into or Elastoflex SA V (Optional)SBS-SA,SBS- SBS-SA,APP-SA, -52.5
0.418 in., place to create continuous bond. TA,APP-TA SBS-TA,APP-TA
Ezpos re 1056 Plus FR
W 209 Min /32- None None SBS-SA (Optional)S85-SA,SBS SBS-SA,APP-
plywood TA,APP-TA SBS-TA,APP-
W-210 Min.15/32- PG300 None SBS-SA (Optional)SBS-SA.SBS- SBS-SA,APP-SA, F-977.5Inch plywood TA,APP-TA SBS-TA,APP-TA
W-211 Min.15/32- (Optional)PG100 Plywood joints are covered with 4-Inch wide strips of Elastoflex SA V Plus,rolled Elastoflex SA V or (Optional)SBS-SA,SBS- SBS-SA,APP-SA, 7.5
inch plywood into place to create continuous bond. Elastoflex SA V FR TA,APP-TA SBS-TA,APP-TA
W 212 Min.15/32- POLYBRITE 745 None SBS-SA (Optional)SBS-SA,585- SBS-SA,APP-SA,
inch plywood or WB3000 TA,APP-TA SBS-TA,APP-TA -105.0
Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled Elastoflex SA V Plus (Optional)SBS-SA,SBS- SBS-SA,APP-SA,
W-213 inch plywood (Optional)PG100 into place to create continuous bond. or Elastoflex SA V TA,APP-TA SBS-TA,APP-TA -135.0
Plus FR
HYBRID SYSTEMS wrrH SELF-ADHERING APP BASE PLY:
W 214 Min.15/32- (Optional)PG100 None APP-SA-H (Optional)APP-TA APP-TA -90.0
inch plywood
W-215 Min.15/32- ( ptional)0 PG100 Plywood joints are coveredwith 4-Inch wide strips of Elastoflex SA V Plus,rolled APP-SA-H (Optional)APP-TA APP-TA -135.0
inch plywood into place to create continuous band.
HYBRID SYSTEMS wrrH SELF-ADHERING SBS BASE PLY:
W-216 Min.15/32- None None SBS-SA-H
inch plywood (Optional)SBS-TA SBS-TA -90.0
W 217 Min.15/32- PG100 None SBS-SA-H
inch plywood (Optional)SBS-7A SBS-TA •97.5
W 218 Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled
inch plywood (Optional)PG100 into place to create continuous bond. SBS-SA-H (Optional)SBS-TA SBS-TA -97.5
W 219 Min.
.15/32- POLYBRITE 745 None SBS-SA-H (Optional)SBS-TA SBS-TA -105.0
inch plywood I or W83000
NEMO ETC,LLC Evaluation Report P9290.02.08-R25 for FL1654-R27
Certificate of Authorization#32455 7"EDITION(2020)EPIC NON-HVHZ EVALUATION Revision 25:09/30/2020
02018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 37 of 94
o ST. LUCIE WORKS
ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET
Florida Building Code 7th Edition (2020)
Based on Section 1525 of the Florida Building Code-Building
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING SHEET
APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW:
Required Sections of Attachments Required
Roof System the Permit Application See List Below
Form
Low Slope Application A,B,C 1,2,3,4,5,6,7
Prescriptive BUR-RAS 150 A,B,C 2,4,5,6,7
Asphaltic Shingles A,B,D
Concrete or Clay Tile A,B,D,E 1,2.3,4,5.6.7
Metal Roofs A,B,D 1,2,3,4A6.7
Wood Shingles and A,B,D 1,2,4,6.6,7
Shakes
Other As Applicable 1.2,3,4.6.6.7
ATTACHMENTS REQUIRED As Applicable): FRO, Copy
1. Fire Directory Listing Page
2. From Product Approval:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
3. Design Calculations per Chapter 16,or if applicable, RAS 127 or RAS 128
4. Other Component of Product Approval
5. Municipal Permit Application
6. Owners Notification for Roofing Considerations(Reroofing Only)
7. Any Required Roof Testing/Calculation Documentation
Form RooflnfoFeb21 Rev Feb 18,2021
T. LUCIE WORKS
/, Section A (General Information).
Master Permit No. l U "f v 1 r Process No.
Contractors Name: I \" l�'�'1 v 1 License# C C &
Job Address I e
cl
ROOF CATEGORY
Ci"Low Slope ❑Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles
❑Asphaltic Shingles ❑Metal Panel/Shingles ❑Wood Shingles/Shakes
❑ Prescriptive BUR-RAS 150
ROOF ROOF TYPE_
❑ New roof ❑ Repair ❑ Maintenance eroofing ❑Recovering
ROOF SYSTEM INFORMATION �/�
Low Slope Roof Area(SF) U Steep Sloped Roof Area(SF) Total(SF) o
Section B(Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include
dimensions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets.
ST. LUCIE WORKS
Section C (Low Slope Roof) Surfacing:
Fill in specific roof assembly components and identify Fastener Spacing for Anchor/Base Sheet Attachment:
manufacturer Zone 1':—" oc @ Lap,# Rows @ '00 /W
(If a component is not use , '7ntify as)NA") Zone 1:_ " oc @Lap,#Rows '00
System Manufacturer: G CJS Zone 2:—" oc @ Lap,#Rows @ 700 --`
_ ��� Zone 3:_" oc @ Lap, #Rows 0
L
Product Approval No.: S _
If
Number of Fasteners Per Insulation Board: /
Design Wind Pressures, From RAS 128 Or Calculations: Zone 1': Zone 1: ZOne 2: Zone 3:
Zone 1': Zone 1: Zone 2: Zone 1: `" Illustrate Components Noted and Details as Applicable:
Max. Design Pressure, from t specific prodytc�approval Woodblocking, Gutter, Edge Termination, Stripping,
system: IN Flashing, Continuous Cleat, Cant Strip, Base Flashing,
C Counterf lashing, Coping, Etc. .,
Deck: Indicate: Mean Roof Height, Parapet Height, Height of Base
Type: Ll u1 b Flashing,Component Material,Material'Thickness, Fastener
Type,Fastener Spacing or Submit Manufacturers Details that
Gauge Thickness:
� Comply with RAS 111 and Chapter 16..
V ��
Slope: L
Anchor/Base Sheet& No. df Ply(s): =6V
Anchor/Base Sheet Fastener/Bonding Material: FT.
Insulation Base Layer:
Base Insultation Size and Thickness: Parapet
Base Insulation Fastener/Bonding Material: Height
Top Insulation Layer:
r
Top Insulation Size and Thickness: FT.
Top Insulation Fastener/Bonding Material:
Mean
Base Sheet(s) &No. of Ply(s): / Roof
Base Sheet Fastener/Bonding Material: � / 11-7/jJ Height
Ply Sheet(s)'&No.of Ply(s):
Ply Sheet Fastener/Bonding Material:
Top Ply:
Top Ply Fastener Bonding Material:
AT. LUCIE WORKS
Section D (Steep Slope Roof System)
Roof System Manufacturer:
Notice of Acceptance Number:
Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations):
Zone 1: Zone 2e: Zone 2n: Zone 2r: Zone 3e: Zone 3r:
Deck Type:
Type Underlayment:
Roof Slope:
t 2 Insulation:
Fire Barrier:
Ridge Ventilation? Fastener Type&Spacing:
Adhesive Type:
Type Cap Sheet
Mean Roof Height: Roof Covering:
Type&Size Drip
Edge:
ST. LUCIE WORKS
Section E(Tile Calculations)
For Moment based the systems,choose either Method 1 or 2.Compare the values for Mr with the values from Mf.If the Mf values
are greater than or equal to the Mr values,for each area of the roof,then the the attachment method is acceptable.
Method 1'Moment Based Tile Calculations Per RAS 12T
(Zone 1 : xk = ��-MF =Mrt Product Approval Mi
(Zone 2e: x� _ )-Mg =Me, Product Approval Mf
(Zone 2n: xk = -MW =M Product Approval Mf
(Zone 2r: X;L = -Mg: =IN40 Product Approval Mf
(Zone 3e: -Mg: =Mg, Product Approval Mf-
(Zone 3r: Mo Product Approval Mf
Method 2"Simplified Tile Calculations Per Table Below"
Required Moment of Resistance(Mr) From Table Below Product Approval Mf
Mr required Moment Resistance*
Mean Roof Height Roof Slope, 15' 20' 25' 30' 40'
2:12 34.4 36.5 38.2 39.7 42.2
3:12 32.2 34.4 36.0 37.4 39.8
4:12 30.4 32.2 33.8 35.1 37.3
5:12 28.4 30.1 31.6 32.8 34.9
6:12 26.4 28.0 29.4 30.5 32.4
7:12 24.4 25.9 27.1 28.2 30.0
*Must be used in conjunction with a list of moment based the systems
• For Uplift based the systems use Method 3.Compare the values for F' with the values for Fr If the F'values are greater than or
equal to the Fr values,for each area of the roof,then the the attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 12T
(Zone 1: x L =x W:= )-W: cos r =Fri Product Approval F'
(Zone 2e: x L =x W:= )-W: cos r =Fr2e Product Approval F'
(Zone 2n: x L =x W:= )-W: cos r =Fr2n Product Approval F'
(Zone 2r: x L =x W:= ) -W: cos r =Fr2r Product Approval F'
(Zone 3e: x L =x W:= )-W: cos r =Fr3e Product Approval F'
(Zone 3r: x L =x W:= )-W: cos r =Fr3r Product Approval F'
Where to Obtain Information
Description Symbol Where to find
From applicable table in RAS 127 or by an engineering analysis
Design Pressure Zones 1,2e,2n,2r,3e,3r prepared by PE based on ASCE 7
Mean Roof Height H Job Site
Roof Slope 6 Job Site
Aerodynamic Multiplier a Product Approval
Restoring Moment due to Gravity Mg Product Approval
Attachment Resistance Mf Product Approval
Required Moment Resistance Mg Calculated
Minimum Attachment Resistance F' Product Approval
Required Uplift Resistance Fr Calculated
Average Tile Weight W Product Approval
Tile Dimensions L=length W=width Product Approval
All calculations must be submitted to the building official at the time of permit application.