HomeMy WebLinkAboutProduct Approval Architectonic Inc
October 30,2018
Saint Lucie County Building Department
Attn: Roof Permit Plan Review
2300 Virginia Avenue
Ft. Pierce, FL 34982
Re: Roofing specification prepared for the St. Lucie County Building Dept.for the structure
located at 106 SE Lucero Drive,Saint Lucie County; Florida
Manufacturer: Polyglass USA
Profiles: Modified Bitumen Roof System, FL#1654-R22,System#W-140
Code:' FBC 2017; Section 905
Wind Speed: 160 MPH; Ultimate Design Wind Speeds
Exposure: C
Mean Roof Height: 30' Maximum
Pitch: , 2/12 Minimum
Required Design Pressure: Zone1:-31.46 Zone 2:-49.61 Zone3:-68.97
Maximum Uplift Pressure: -90 psf
Base: SBS-SA(self-adhering)
Ply Sheet: (Optional)SBS-SA, (self-adhering)SBS-TA,APP-TA
Cap: , SBS-SA,APP-SA,SBS-TA,APP-TA
Roof Decking: Existing 5/8" plywood sheathing to be nailed w/8d x 2" ring shank
@ 6" O.C. thru out zone 1,4" O.C. perimeter,and 6"O.C.field zone 2,
and 4" O.C.thru out zone 3.
The above approved,as per Florida Building Code Compliance acceptances,2017 Florida Building Code,
and the Manufacturer's recommendations.
IF LO s
R s, e�'e uIly submitted,".
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Dr
ael eal P�yv
A e: c tic Inc.
806 Delaware Avenue Tel: 772 460 7751 www.architectonicinc.com
Fort Pierce,Florida 34950 Fax: 772 460 4244 FL Reg#AA26003348 1 of 1
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USER:Public User
iProduct Aborovai Menu>Prcdud or Aonlicatlon Search>Application Ll >Application Detail
FL# F12569-R14
Application Type Revision
Code Version 2017
Application Status Approved-
I
Comments
Archived ❑
Product Manufacturer Soprema,Inc(Canada)
Address/Phone/Email 1640 rue Haggerty
Drummondville,NON-US 00000
(819)478-2400
memathieu@soprema.ca
Authorized Signature Marc-Etienne Mathieu
memathieu@soprema.ca
Technical Representative Marc-Etienne Mathieu
Address/Phone/Email 1688]ean-Berchmane-Michaud
Drummondville,NON-US 00000
(819)478-2400 Ext 3327
memathleu@soprema.ca
Quality Assurance Representative Sean-Francois Cote,Ph.D.
Address/Phone/Email 1640 rue Haggarty
Drummondville
(888)811-3145
jfcote@soprema.ca
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a licensed
Florida Professional Engineer
❑ Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert 3.M.Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality,Assurance Contract Expiration Date 07/18/2020
Validated By Sohn W.Knezevich,PE
G Validation Checklist-Hardcopy Received
Certificate of Independence FL2569 R14 COI 2018 01 COI NIEMINEN odf
j Referenced Standard and Year(of Standard) standard year
ASTM D1970 2015
ASTM D4798 2011
t
ASTM D6163 2008
• FM 4474 2011
FRSAfM April 2012(04-12) 2012
UL 1897 2012
Equivalence of Product Standards
Certified By
Sections from the Code
ProductApproval Method Method 1 Option D
Date Submitted 02/12/2018
i Date Validated 02/14/2018
Date Pending FBC Approval 02/17/2018
Date Approved 04/10/2018
I
"ummary of Products
I
FL# Model,Number or Description
Name
2569.1 Soprema Roof Self adhering roof underlayments
Underiayments
Limits of Use Installation Instructions
Approved for use.in HVHZ:No F 2569 R24 11 2018 02 FINAL ER SOPREMA CA UNDERLAYMENTS FL2569-
Approved for use outside HVHZ:Yes 1114-odf
Impact.Resistarlt:N/A Verified By:Robert Nieminen;P.E.PE-59166
Design Pressure:+N/q/-150 Created by Independent Third Party:Yes
other:1.)Refer to ER Section 5 for Evaluation Reports
Limits of Use.2.)The design pressure FL2569 R14 AE 2018 02 FINAL ER SOPREMA CA QNDERLAYMENTS FL2569-
noted herein pertains to underiayment R14.odf
systems used beneath adhesive-set time Created by Independent Third Party:Yes
systems.Refer to ER Section 5.6.4 for
details.
Back Nen[
Comae Us;;2601 Blair Stone Read.Tallahassee FL 32399 phonal 850.487-1824
The State of Florida is an WEED employer.Ceovrtaht 2007.1013 State of Marida.::Privacy Statement N A¢ess111111ty Statement;:Refund Statement
Under Florida law,small addreac are public mrd%Ir you do not went your e=moii addrem released to response to o public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by tradltlonal mall 1.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275
(1),Florkio 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
ema0s provided may be umd 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.To determine If you are a 11censee under Chapter 455,F.S.,please
click tib
Product Approval Araxpt>sc
Credit Card
Safe
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NEMO etc.
Certy1cote of Authorization#32455
353 Christian Street,Unit#13
Oxford,CT 06478
(203)262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
REPORTEVALUATION
Soprema,Inc. Evaluation Report S18010.06.09-1112
1640 rue Haggerty F1.2569-1114
Drummondville,Quebec J2C 5P8 Canada Date of Issuance:06/15/2009
(819)478-2400 Revision 12:02/12/2018
SCOPE: '
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 6h Edition (2017) Florida Building Code
section's noted herein.
DESCRIPTION: Soprema Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted
herein.'
CONTINUED COMPLIANCE:This Evaluation Report invalid until such time as the named product(s)changes,the referenced
Quality,Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to
the product(s),the Quality Assurance or the production facility location(s). NEMOI etc.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 "NEIVIO I 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 8.
Prepared by: ,U�itnPrb,
Robert J.M.Nieminen,P.E. �;o�•�e::� ��?_ = The facsimile seal appearing was authorized by Robert
t•;ySg���g`���'., Nieminen,P.E.on 02/12/2018.This does not serve as an
Florida Registration No.59166,Florida DC4 ANE1983 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 NEW Ietc. 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.
ONEMOletc.
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
'Sub-Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Soprema, have demonstrated compliance with the
following sections of the a Edition (2017)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. • DA•D
Section Pro a Standard: Year.
1504.3.1 Wind Resistance FM 4474 2011
1504.3.1 Wind Uplift UL 1897 2012
1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015
1507.3.3 Physical Properties FRSA/TRI April 2012 2012
FRSA/TRI April 2012(04-12) Physical Properties ASTM D6163 2008
TAS 110 Accelerated Weathering ASTM D4798 2011
3. REFERENCES:
Enti Examination .Refetence: Date.
ERD(TST6049) ASTM D1970/TAS 110 2968.05.04-2 05/14/2004
ERD(TST6049) Physical Properties 2757.02.05 02/03/2005
ERD(TST6049) ASTM D1970/TAS 110 2974.03.05-2 05/17/2005
ERD(TST6049) Wind Resistance 2778.07.05 07/15/2005
ERD(TST6049) Wind Resistance 2779.11.05-111 04/18/2007
ERD(TST6049) TAS 103/TAS 110 57120.11.07-2 11/02/2007
ERD(TST6049) ASTM D1970/TAS 110 S13190.02.09-R1 04/01/2010
ERD(TST6049) ASTM D1970/TAS 110 531370.03.10-1-R1 04/07/2010
ERD(TST6049) Physical Properties/Tensile Adhesion S11150.05.10-Ri 09/09/2010
ERD(TST6049) Physical Properties/Tensile Adhesion S11150.05.09-R2 10/05/2010
ERD(TST6049) ASTM D1970 537210.11.11 11/09/2011
ERD(TST6049) ASTM D1970 540540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties/Tensile Adhesion 543530.02.14-1 02/21/2014
ERD(TST6049) Physical Properties/Tensile Adhesion SOPC-SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weathering SOPC-SC8520.14 04/17/2015
ERD(TST6049) Wind Resistance SOPC-SC14045.05.17-R1 06/07/2017
M-D(CER1592) HVHZ Compliance 15-0508.04 09/24/2015
ICC-ES(EVL2396) 2015 IBC Compliance ESR-1524 03/01/2017
PRI(TST5878) Physical Properties SOP-064-02-01 12/03/2013
Soprema,Inc.(PDM3511) Equivalency Declaration SA SMOOTH PLY 40 06/29/2015
UL,LLC(QUA9625) Quality Control Service Confirmation Exp.07/18/2020
4. PRODUCT DESCRIPTION:
4.1 Lastobond TU HT is a self-adhering, non-woven polyester fabric surfaced, SBS modified bitumenroof
underlayment;meets ASTM D1970 and FRSA/TRI April 2012(04-12).
4.2 Lastobond Shield is a self-adhering, woven polyethylene surfaced, SBS modified bitumen roof underlayment
available in two widths;36 and 45 inch;meets ASTM D1970.
4.3 RESISTO SA SMOOTH PLY 40 is a self-adhering, woven polyethylene surfaced, SBS modified bitumen roof
underlayment;available in 3.3 ft x 65 ft rolls;meets ASTM D1970.
4.4• Lastobond Shield HT is a self-adhering,woven polyethylene surfaced,high temperature,SBS modified bitumen roof
underlayment;meets ASTM D1970.
NEMO ETC,LLC Evaluation Report 518010.06.09-1112
Certi7cate of Authorization#32455 6TM EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-R34
Soprema Roof Underlayments Revision 12:02/12/2018
Page 2 of 8
NNEMOletc.
4.5 Lastobond Pro.HT-N is a self-adhering, woven polyethylene surfaced, SBS modified bitumen roof underlayment
available in two widths;36 and 45 inch;meets ASTM D1970..
4.6 Lastobond Pro HT-S is a self-adhering,woven polyethylene,surfaced,high temperature,SBS modified bitumen roof
underlayment;meets ASTM D1970.
4.7 EnviroShield is a self-adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof
underlayment;'meets ASTM D1970.
4.8 Lastobond 195,is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment;
!meets ASTM D1970.
4.9 '1 Lastobond Eaves Protection Sheet is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen
roof underlayment;meets ASTM 131970.
4.10 Lastobond Eco is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment;
meets ASTM D1970.
4.11 Lastobond Smooth Seal HT is a self-adhering, glass-mat reinforced, film-surfaced, SBS modified bitumen roof
underlayment;meets ASTM D1970.
4.12 RESISTO LB1236 is a self-adhering,glass-mat reinforced,sand-surfaced,SBS modified bitumen roof underlayment,
with a 36-inch,sheet width;meets ASTM D1970.
4.13 •PrimeSource Grip-Rite Eave & Valley Protector is a self-adhering, glass-mat reinforced, sand-surfaced, SBS
modified bitumen roof underlayment,with a 36-inch sheet width;meets ASTM D1970.
4.14 RESISTO LB2244 is a self-adhering,glass-mat reinforced,sand-surfaced,SBS modified bitumen roof underlayment,
with a 44-inch sheet width;meets ASTM D1970.
4.15 'Colphene FR GR is a self-adhering, fiberglass reinforced, granule-surfaced, SBS modified bitumen roof
underlayment;meets ASTM D1970 and FRSA/TRI April 2012(04-12).
LIMITATIONS:5.
5.1 This is a building code evaluation. Neither NEW ETC,LLC 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.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this report;refer to current Approved Roofing Materials Directory for fire ratings of
this product.
5.4 i Soprema Roof Underlayments may be used with any prepared roof cover where the product is specifically
i referenced within FBC approval documents. If not listed, a request may be made to the Authority Having
Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering.
5.5 :'Allowable Roof Covers:
TABLE 1: ROOF COVEROPTIONS
Wood or Slate or
Asphalt Nail-On Foam-On . composite,
Unde"rlayment Metal composite
Shingles` Tile Tile Shakes& Slate
Shingles
::.:-::...: . :Yes .` .; :.. . .
LastobondTUHT ;Yes:::, :' ` : 'Yes i:'`:i.<: : Yes. Yes Yes
c..See..5.5.1 ...•. .-. '
Lastobond Shield/Pro HT-N � � r
RESISTO SA SMOOTH PLY 40 Yes �� ;�t Noy�� F„.. n IVo y>> r Q Nos Yes Yes
C., _
Lastobond Shield HT/Pro HT-S Yes. ,., o i,;• � ; �Ho;, ,as,,,-.- .Yes " ;Yes. Yes
EnviroShield YesQ, "`x, 04 "'>¢ Yes- Yes Yes
fir..rnv,a zv...I TY.i C
NEMO ETC,LLC Evaluation Report 518010.06.09-Ri2
Cer0cate ofAuthorization#32455 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-R14
Soprema Roof Underlayments Revision 12:02/12/2018
Page 3 of 8
i
ONEMOjetc.
TABLE 1: ROOF COVER OPTIONS
Wood or Slate or
Asphalt Nail-On "Foafit=0n.: Composite
Underlaynient.; Metal Composite
Shingles Tile Tile Shakes&
Shingles Slate..
Lastobond Eaves Protection Sheet/ tt Y "r�
Lastobond 195 'Yes ' «R NO y yti "��r NOS �j4 il�ld i j1 Yes Yes
Lastobond ECO /RESISTO LB1236, 4�` 5YL Sir' rs � } e
Grip Rite Eave&Valley Protector/ Yes '041$No ' Yes Yes
RESISTO LB1244 z?jai .'r r yrs 4 r
,N..4.3<. .�r"..
Lastobond Smooth Seal HTo I'll rr, N � Yes.. ,- Yes Yes
914 l
Colphene FR GR Yes..` Yes Yep ;Nor Yes Yes
See 9:5.1
5.5.1 "Foam-On Tile"is limited to use of following Approved tile adhesives/underlayment combinations.
TABLE IA:ALLOWABLE TILE ADHESIVE/UNDERLAYM ENT COMBINATION SI
Adhesive Florida Product Approval .'Underlayments
Dow TileBondlm FL22525 Lastobond TU HT
ICP Adhesives Polyset°AH-160 FL6332 Lastobond TU HT or Colphene FR GR
5.6 Allowable Substrates:
5.6.1 i Direct-Bond to Deck:
Lastobond Shield,Lastobond Pro HT-N,RESISTO SA SMOOTH PLY 40,Lastobond Shield HT,Lastobond Pro HT-S,
EnviroShield, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO
161236,Grip-Rite Eave&Valley Protector,RESISTO LB1244 or Lastobond Smooth Seal HT applied to:
➢ Plywood;ASTM D41 primed plywood;OSB;ASTM D41 primed OSB;Southern Yellow Pine;ASTM D41 primed
Southern Yellow Pine;ASTM D41 primed structural concrete.
Colphene FR GR applied to:
➢ Plywood;ASTM D41 primed plywood;ASTM D41 primed structural concrete.
Note:
➢ While not required over plywood, OSB or Southern Yellow Pine substrates, Soprema recommends priming
with Elastocol Stick or Elastocol 600c if the final roof cover is not slated for installation within 24 hours.
Soprema requires tongue-and-groove board decking be covered with plywood or OSB prior to installation of
the self-adhering underlayment.
5.6.2 Bond-to-Insulation:
Lastobond Shield,Lastobond Pro HT-N,RESISTO SA SMOOTH PLY 40,Lastobond Shield HT,Lastobond Pro HT-S,
EnviroShield, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 195,Lastobond ECO, RESISTO
LB1236, Grip-Rite Eave &Valley Protector, RESISTO LB1244, Lastobond Smooth Seal HT or Colphene FR GR
applied to:
➢ Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum
requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam-on
I file systems(Lastobond TU HT only), insulation attachment shall be designed by a qualified design professional
and installed based on testing of the insulation/underlayment system in accordance with FM 4474,Appendix D,
Testing Application Standard TAS 114,Appendix J or UL1807.
"Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
NEMO ETC,LLC Evaluation Report 518010.06.09-R32
Certfficate ofAutheriratian#32455 eH EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-R14
Soprema Roof Underlayments Revision 12:02/12/2018
Page 4 of 8
OMEMO etc.
5.6.3 Bond to Mechanically Attached Base Laver:
Lastobond Shield, Lastobond Pro HTA RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S,
EnviroShield, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO
LB1236, Grip-Rite Eave & Valley Protector, RESISTO LB1244, Lastobond Smooth Seal HT or Colphene FR GR
applied to:
➢ ASTM D226,Type I or II felt;Sopra-G;Modified Sopra-G.
For installations under mechanically attached prepared roof coverings,base layer shall be attached per minimum
codified requirements. For installations under foam-on tile systems(Lastobond TU HT only), base layer shall be
attached in accordance with FRSA/TRI April 2012(04-12).
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012(04-12)does not
address wind uplift resistance of all underlayment systems beneath foam-on tile systems, where the
underlayment forms part of the load-path. The following wind uplift limitations apply to underlayment systems
that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam-on tile applications. Maximum
Design Pressure is the result of testing for wind load resistance based on allowable wind loads,and reflects the
ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied).
Refer to FRSA/TRI April 2012(04-12)or FBC 1609 for determination of design wind pressures.
#1 Maximum Design Pressure=-45.0 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: (Optional)Elastocol Stick,Elastocol 600c or RESISTO EXTERIOR PRIMER
Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered.
#2 Maximum Design Pressure=-67.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Elastocol 600c
Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered.
#3 Maximum Design Pressure=-150.0 psf:
Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project
requirements to satisfaction of Authority Having Jurisdiction.
Deck Preparation:Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit adhesion. All
sheathing fasteners shall-be driven flush with the surface. All sharp splinters and wood
projections shall be removed/sanded.
Primer: (Optional)RESISTO EXTERIOR PRIMER
Underlayment: Lastobond TU HT, self-adhered, shall be thoroughly roll using hand roller and/or weighted
i roller to ensure there are no voids, and ensure there are no voids/bridging at side and end- .
laps.
#4 Maximum Design Pressure=-60.0 psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Sopra-G or Modified Sopra-G mechanically attached with nails(FBC 1517.5.1)and tin caps(FBC
1517.5.2)spaced 6-inch o.c.at the 44nch laps and 6-inch o.c.in three(3),equally spaced rows
in the center of the sheet.
Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered
5.6.4:1 All other direct-deck, adhered Soprema underlayment systems beneath foam-on tile systems carry a Maximum
Design Pressure of-45 psf.
NEMO ETC,LLC Evaluation Report 518010.06.09-1112
Certlfaate o/Authorimtion&32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-R14
Soprema'Roof Underlayments Revision 12:02/12/2018
Page 5 of 8
ONEMOjetc.
5.6.4.2 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or
exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A.
Alternatively,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design
pressure determined in accordance with FBC 1609. In this case, 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 ANSI/SPRI WDi, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117.
Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention
Data Sheet 1-29(January 2016)for Zone 2/3 enhancements.
5.7 Exposure Limitations:
Lastobond Eaves Protection Sheet,Lastobond 195,Lastobond Eco,Lastobond Smooth Seal HT,RESISTO LB1236,
Grip-Rite Eave &Valley Protector or RESISTO LB1244 shall not be left exposed for longer than 30-days after
installation.
Lastobond Shield;Lastobond Pro HT-N,RESISTO SA SMOOTH PLY 40,Lastobond Shield HT or Lastobond Pro HT-
S,
TS,EnviroShield shall not be left exposed for longer than 90-days after installation.
Lastobond TU HT or Colphene FR GR shall not be left exposed for longer than 180-days after installation.
5.8 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12)):
When loading roof tiles on the underlayment in direct-deck tile assemblies,the maximum roof slope shall be as
follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles.
TABLE 2: T1 LE SLIPPAGE UMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS
Maximum
Underlayment Tile Profile Staging Method Slope
Flat Max.10-tile stack 6:12
Lugged Max.10-tile stack 5:12
Max.10-tile stack(bottom 2-tile stack
shall be inverted,followed by 8 tiles high 6:12
on slope,as shown below)
Lastobond TU HT
. i
Lugged
'i
i
i
Colphene FR GR Flat Max.10-tile stack 5:12
Lugged Max.10-tile stack 6:12
NEMO ETC,LLC Evaluation Report 518010.06.09-1112
Ce tF ate of Authorization#32455 6P EDITION(2017)FBC NON-HVHZ EVALUATION FUS69-RU
Soprema Roof Underiayments Revision 12:02/12/2018
Page 6 of 9
OMEMO etc.
INSTALLATION:6.
6.1Soprema Roof Underlayments shall be installed in accordance with Soprema published installation requirements
subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to
remove any dust and debris prior to application;and prime the substrate with Elastocol Stick, Elastocol 600c or
RESISTO EXTERIOR PRIMER(if applicable).
6.3 Lastobond TU HT, Lastobond Shield;.1astdbond:Pro:HT-N, RESISTO SA SMOOTH PLY 40, Lastobond:Shield HT;
Lastobond Pro HT-LS,.EnAroShiefd,as"stobond:Eave"s Protection Sheet,Lastobond 195,.Lastobond Eco;Lastobond
Smooth Seal HT,RESISTO L61236;:Grip-Rite Eave&Valley Protector,RESISTO.L61244.orColphene FR'GR:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for
i the type of prepared roof covering to be installed.
6.3.2 Non-Tile Applications:
While priming is optional,Soprema recommends priming with Elastocol Stick,Elastocol 600c or RESISTO EXTERIOR
PRIMER if the final roof cover is not slated for installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of
release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place,peel-off the release film diagonally while holding the membrane
tight. Firmly roll the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-inches and'
staggered not less than 2-ft from vertical seams in the course below. All over-granule end-laps shall be sealed
using either heat-welding or hot air welding techniques.
When installing at slopes above 8:12, Soprema recommends back-nailing"in the overlap area at the top of the
sheet at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths.Peel the release paper and center sheet over
valley or ridge. Drape and press sheet into place,working from the center of the valley or ridge in each direction.
For valleys,apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications(Lastobond TU HT or Colphene FR GR only):
Reference is made to FRSA/TRI April 2012 (04-12)Installation Manual and Table 1 herein, using the instructions
noted above as a guideline.
For foam-on tile,applications, reference is made to Section 5.6.4 herein for wind resistance limitations that fall
I outside the scope of FRSA/TRI April 2012(0412).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. See
Table 2 herein,and Soprema published requirements for tile staging.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
NEMO ETC,LLC Evaluation Report S18010.06.09-R32
Certifrcate oJAuthori:ation 1132455 6TH EDITION(2017)FOC NON-HVHZ EVALUATION FL2569-R14
Soprema Roof Underlayments Revision 12:02/12/2018
Page 7 of 8
fONEMOjetc.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 QA requirements.
The following plants have qualified products under their respective physical properties specifications.
Plant Specification Product(s)
Lastobond Shield,RESISTO SA SMOOTH PLY 40,Lastobond Shield HT,
Drummondville, Lastobond Pro HT-N,Lastobond Pro.HT S,Enviro5hield;Lastobond 195,
QC(Canada) ASTM D1970 Lastobond Eaves Protection Sheet,Lastobond Eco,Lastobond Smooth
Seal HT,RESISTO LB1236,PrimeSource Grip-Rite Eave&Valley
Protector,RESISTO LB1244
ASTM D1970&FRSA/TRI 04-12 Colphene FR GR
Wadsworth,OH Lastobond 195,Lastobond Eaves Protection Sheet,Lastobond Eco,
ASTM D1970 Lastobond Smooth Seal HT,RESISTO LB1236,PrimeSource Grip-Rite
Eave&Valley Protector,RESISTO LB1244
ASTM D1970&FRSA/TRI 04-12 Lastobond TU HT;Colphene FR GR
Gulfport,MS Lastobond 195,Lastobond Eaves Protection Sheet,Lastobond Eco,
ASTM D1970 Lastobond Smooth Seal HT,RESISTO.1.131236,PrimeSource Grip-Rite
Eave&Valley Protector,RESISTO LB1244
• QUALITY ASSURANCE
UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
i
NEMO ETC,LLC Evaluation Report 518010.06.09-R12
Cerd'ficoteofAuthori:atibn#32455 eH EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-R14
Soprema Roof,Underlayments Revision 12:02/12/2018
Page 8 of 9
`T
Business • Professional
F
.BUS Hame I Log In I User Registratlon I Not ToPl6 I Submit Surcharge I Stats 0 Facts Publications Contact Us I BUS Site Map Links I Search
Florida
;t 1° Product Approval
USER:Public User
a v'y%sSA urr
Product Aooroval Menu>Product ar Aoolicatlon Search>Aoollcatlon List>Application Detail
FL# FL2847-R10
Application Type Revision
i Code Version 2017
Application Status Approved
'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission If necessary.
I
Comments
Archived ❑
Product Manufacturer Lomanco,Inc
Address/Phone/Emall 2101 West Main Street
Jacksonville,AR 72076
(501)982-6511
acarter@lomanco.com
Authorized Signature Andrew Carter
acarter@lomanco.com
Technical Representative Andrew Carter
Address/Phone/Email 2101 West Main Street
Jacksonville,AR 72076
(501)982-6511 Ext 361
acarter@lomanco.com
Quality Assurance Representative Andrew Carter
Address/Phone/Email 2101 West Main Street
Jacksonville,AR 72078
(501)982-6511 Ext 361
I acarter@lomanco.com
Category Roofing
Subcategory Roofing Accessories that are an Integral Part of the Roofing System
Compliance Method Evaluation Report from a Product Evaluation Entity
Evaluation Entity Miami-Dade BCCO-EVIL
Quality Assurance Entity Miami-Dade BCCO-QUA
_ Quality Assurance Contract Expiration Date 08/16/2021
Validated By Mlaml-Dade BCCO-VAL
Certificate of Independence
Referenced Standard and Year(of Standard) Standard Year
Miami-Dade TAS 100(A) 1995
Equivalence of Product Standards
Certified By
Sections from the Code
- Y
Product Approval Method Method 1 Option C
Date Submitted 08/27/2018
Date Validated 09/28/2018
Date Pending FBC Approval
Date Approved 10/02/2018
Summary of Products
FL# Model,Number or Name Description
2847.1 Lo-OmnlRidge 1_0119-4 Gun Nallable 4'Ridge Vent for 9"Cap Shingles
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL2847 Rio II 18061503-Lomanco 1_0119-4 NOA.Ddf
Approved for use outside HVHZ:Yes Verified By:Miami-Dade BCCO-EVL
Impact Resistant:N/A Created by Independent Third Party:
Design Pressure:N/A Evaluation Reports
Other:1.Refer to applicable building codes far required FI-2847 RIO AE 18061503-Lomanco LOR9-4 NOA.odf
ventilation.2.Omni Roll Ridge Vent shall not be installed on
roof hips.3.Omni Roll Ridge Vent shall not be connected at
ridge Intersection,nor within 12"of any side wall or roof
protrusion,with a ventilation slot clearance of 12"from such
obstructions.4.Omnl Roll Ridge Vent shall not be Installed on
roof mean heights greater than 33 feet.
2847.2 Lo-OmnlRoll LOR-30 30'Gun Nailable Shingle Over Ridge Vent
Limits of Use Installation Instructions
Approved for use In HVHZ:Yes FL2847 R10 II 18061504-Lomanco LOR-30 NOA.odf
Approved for use outside HVHZ:Yes Verified By:Miami-Dade BCCO-EVL
Impact Resistant;N/A Created by Independent Third Party:
Design Pressure:N/A Evaluation Reports
Other:1.Refer to applicable building codes for required FL2847 Rio AE 18061504-Lomanco LOR-30 NOA.pdf
ventilation.2.OmnlRidge Vent shall not be installed on roof
mean heights greater than 33 feet.
2847.3 . OmniRldge OR-4 4'Shingle Over Ridge Vent
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL2847 R10 II Lomanco OR-4-NOA 16051027.pd
Approved for use outside HVHZ:Yes Verified By:Miami-Dade BCCO-EVL
Impact Resistant:N/A Created by Independent Third Party:
Design Pressure:N/A Evaluation Reports
Other:1.Refer to applicable building codes for required FL2847 RIO AE Lomanco OR-4-NOA 16053027,pdf
ventilation.2.OmniRidge Vent shall not be Installed on roof
mean heights greater than 33 feet.
Back NqQ
i
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an WEED employer.Copyright 2007-2013 State of Florida ::privacy Statement:;Accessibllity Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mall address released In response to a public-records request,do not send electronic
mall to thls entity.Instead,contact the office by phone or by trsdRlonal mail.If you have any questions,please contact 850:487.1395.-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 emails
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.To determine If you are a licensee under Chapter 455,F.S.,please dick hem.
Produce Approval Accepts:
Credit Card
Safe
RegulationBusiness & Professional
BCIS.Honne I Log In User Registration Hot Topic Submit Surcharge Stais&Facts Publications I FBC Staff SCIS Site Map unks Search j
Gt Product Approval'
USER:Public User
-. Product Aooroval'Menu>.P1otluR or:AnollcalIon'Search'>'Aoollcatlon Llsf 5'Applle■tlen Qet■II
�# .:'.. FL7006-RlO
APPlication Type Revision
Code Version 2017
Application Status " Approved
*Approved by DBPR.-Approvals by DBPR shall be reviewed and ratified
I by the POC and/or the Commission if necessary.
Comments'
Arclilved ❑
Product Manufacturer IKO Industries,Ltd
Address/Phone/Email 40 Hansen Road South
Brampton,NON-US L6W 31-14
(708)496-2800 Ext 200
rmetzOOI@tampabay.rr.com
Authorized Signature Robert Metz
rmetzOOI@tampabay.rr.com
Technical Representative Bob Metz
Address/Phone/Email REMCO of Pinellas
456 Avila Circle NE
Saint Petersburg,FL 33703
(727)776-5261
rmetzOO1@tampabay.rr.com
Quality Assurance Representative Don Shaw
Address/Phone/Emali IKO Industries LTD
120 Hay Rd.
Wilmington,DE 19808
(717)579-6706
don.shaw@iko.com
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Certification Mark or Listing
Certification Agency FM Approvals-CER
Validated By Locke Bowden
❑O Validation Checklist-Hardcopy Received
I
i
j Referenced Standard and Year(of Standard) Standard Year
ASTM D3161 modified to 110 mph 2016
ASTM D3462 2010
j ASTM D7158 Class H 2011
ASTM E108 2011
i
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 10/08/2017
Date Validated 10/30/2017
Date Pending FBC Approval
Date Approved 11/01/2017
Summary of Products
r
FL# Model,Number or Name Description
7006.1 Cambridge,Cambridge HD, Laminated architectural fiberglass asphalt shingle
Biltmore and Biltmore HD manufactured at IKO's Kankakee,IL; Hawkesbury,Ont.;
Wilmington,DE;Sylacauga,AL and Toronto,Ont.plants
Limits of Use Certification Agency Certificate
i Approved for use in HVHZ:Yes FL7006 RIO C CAC Letter-ASTM D3161 letter-(9-26-
Approved for use outside HVHZ:Yes 20171 from FM.Ddf
Impact Resistant:N/A FL7006 RIO C CAC Letter-ASTM D3462 letter-(9-26-
Design Pressure:N/A 20171.Ddf
Other: FL7006 RIO C CAC Letter-ASTM E108_letter-(9-26-
1 2017).odf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL7006 RIO II IKO-187-02-01 Letter-Installation
Instructions for FBC FL7006.odf
Verified By: Duc T Nguyen 65034
Created by Independent Third Party:No
Evaluation Reports
Created by Independent Third Party:
7006.2 Hip and Ridge 12 Cap This is a 12"x 12"fiberglass asphalt shingle used to cover
the hip and/or ridge of an asphalt shingle roof system
manufactured at IKO's Kankakee,IL,Toronto,Ont.and
Brampton,Ontario plants.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL7006 RIO C CAC ASTM D 3462-Shingle letter
Approved for use outside HVHZ:Yes Surveillance Audit Location-(6-28-2017).Ddf
Impact Resistant:N/A FL7006 RIO C CAC Letter-ASTM D3161 letter-(9-26-
Design Pressure:N/A 2017)from FM.Ddf
Other: FL7006 RIO C CAC Letter-ASTM D3462letter-(9-26-
2 17).od
FL7006 RIO C CAC Letter-ASTM E108 letter-(9-26-
2017).Ddf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL7006 RSO II HID and Ridge Cao ShinDle Installation
Instructions.Ddf
FL7006 RIO II IKO-187-02-01 Letter-Installation
Instructions for FBC FL7006.Ddf
Verified By:Duc T Nguyen PE 65034
Created by Independent Third Party:No
Evaluation Reports
Created by Independent Third Party:
7006.3 Leading Edge Plus Asphalt Shingle One piece fiberglass asphalt shingle used as a starter strip at
Starter Strip the bottom of a roof system manufactured in Brampton and
Hawkesbury,Ontario plants
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL7006 Rio C CAC Letter-ASTM D3161 letter-f9-26-
Approved for use outside HVHZ:Yes 20171 from FM.odf
Impact Resistant:N/A FL7006 RIO C GAC Letter-ASTM D3462 letter-(9-26-
Design Pressure:N/A 2017).Ddf
Other: FL7006 RSO C CAC Letter-ASTM E108 letter-(9-26-
2017). df
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL7006 R10 II IKO-187-02-01 Letter-Installation
Instructions for FBC FL7006.pdf
FL7006 Rio II Roofing-Products-Leadino-Edae-Plus-
AD plica tion-EN(11.o df
Verified By: Duc T Nguyen PE 65034
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party:
7006.4 Marathon Plus AR,Superglass Plus 3 tab fiberglass asphalt shingle manufactured at IKO's
AR Brampton,Ontario,Hawkesbury Ont.,Toronto,Ont.;
Sylacauga,AL and Kanakakee,IL plants
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FI 7006 R10 C CAC Letter-ASTM D3161 letter-(9-26-
Approved for use outside HVHZ:Yes 2017)from FM.Ddf
Impact Resistant:N/A FL7006 R30 C CAC Letter-ASTM D3462 letter-(9-26-
Design Pressure:N/A 2017).odf
Other: FI 7006 R10 C CAC Letter-ASTM E108 letter-(9-26-
2017).Ddf
Quality Assurance Contract Expiration Date
12/20/2020
Installation Instructi
FL7006 R10 II 1<01n- 2-01 Letter-Installation
Instructions for FBC FL7006.pdf
Verified.By: Duc T Nguyen 65034
Created by Independent Third Party:No
Evaluation Reports
Created by Independent Third Party:
i
Bank Next '
I '
Contact Us:;2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Cop
daht 2007-2013 State of Florida.::Privacy Statement;;Accessibility Statemerrt::Refund Statement
Under Florida law,emall 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 mall.If you have any questions,please contact 850.487.1395.-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 emall 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
click here.
Product Approval Accepts:
®®ate®
Credit Card
Safe
CONSTRUCTION MATERIALS
TECHNOLOGIES
i
October 27,2017
r
IKOIndustries, Ltd
120;Hay Rd.
Wilmington, DE 19809
Re:'FBC FL7006
Sir(s),
PRI Construction Materials Technologies has completed a technical review and attached sealed shingle
instructions in compliance the 2017 Florida Building Code.
This review was completed based on the receipt of following evidence from IKO Industries, Ltd:
'1) IKO Shingle Application Instructions—3-Tab Shingles
(EN-3Tab Appins-8AGXEFS-2012-11_reformatted 2013-02-rev07/13-Florida)
2) IKO Laminated Shingles Application Instructions
(EN-Laminated Appins 8TTEFS-2012-04—reformatted 2013-02-rev07/13-Florida)
3) IKO Hip and Ridge 12 Application Instructions
(EN-HipandRidge12 3HRTri-2013-08—reformatted 2013-08)
4) IKO Leading Edge Plus Shingle Application Instructions
(EN-3LEP-Tri-2012-06—reformatted 2013-03)
5) ASTM D3161 Test Report(FM Approvals Project No. 3040947)
The attached instructions should be used in conjunction with the published manufacturer's application
instructions and applicable code. In the event the instructions conflict,these instructions shall govern.
Statement of Independence:PRI Construction Materials Technologies and/or Duc T.Nguyen,FL P.E.do not
have nor plan to acquire a financial interest in any company manufacturing or distributing products for which
the test reports are issued.
Signed: C Signed:
Brad Grrybo ski Duc T. u en
Managing rector Florida R eyed Professional Engineer
P.E.Number.65034
Date: October 27,2017 Date: October 27,2017
Attachments: A) IKO Shingle Application Instructions-3-Tab
B)IKO Laminated Shingles Application Instructions
C) IKO Hip and Ridge 12 Application Instructions
D)IKO Leading Edge Plus Application Instructions
IKO-187-02-01
PRI Construction Materials Technologies,U.C.641 2Badger Drive Tampa FL33610 Tel:813-6215777 Fax:813-621-5840 e-mail.materialstesOng@pricmtow WebSile:httpJMnwr.priantwm
IKO
installation Instructions for
Asphalt Shingles
Page 2 of 5 _
IKO Shingle Application Instructions — 3-Tab Shingles
(ASTM D3161,Class F—IKO Marathon 25 AR and CRC Superglass M26AR)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION
CONFLICT,THESE INSTRUCTIONS WILL GOVERN.
i
ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC.
UNDERLAYMENT:Applied in accordance with building code requirements.For areas where the roof slope is
less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code
requirements,the first sheet overlapping the eave protection by 19",followed by full 36"widths overlapping
each preceding course by 19"or other Approved underlayments in accordance with the qualified application
instructions. For'areas where the roof slope is 4" per foot or greater, cover the deck with one ply of
underlayment laid parallel to the eaves,with 2"horizontal laps and 4"end laps. Apply metal drip edges on top
of any underlay along rake edges and directly to the deck along eaves in accordance with building code
requirements.
NAILING: Use galvanized(zinc coated)roofing nails, 11 or 12 gauge,with at least 3/8"diameter heads,long
enough to penetrate through plywood or 3/4"into boards. Use 4 nails per shingle placed 6-1/8"above the butt
edge,approx. 1"and 13"from each end and 1/2"above each cutout. Drive nails straight so that nail head is
flush with, but not cutting into shingle surface.
NAILING ON STEEP SLOPES:For steep slopes of 21"per foot(600)or more,use 6 nails per shingle placed
as shown below. Ensure that no nail is within 2"of a joint/cutout of the underlying shingle. Seal down each
shingle at time of application with three 1"diameter(approx.size and thickness of a quarter)spots of asphalt
plastic cement placed under the shingle 2 above the bottom edge and equally spaced along the shingle.
Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles
should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the
heat of direct sunlight.
EXPOSURE: Installed shingles shall have a maximum average exposure of 5-5/8".
STEEP SLOPES
1-11r 1-Irr
SEALING SiRtP • • i • i
6-it8 l
NAILS NAILS
DO NOT NAIL INTO OR ABOVETHE SEALING STRIP
f
PRI Construction Materials Technologies,I.I.C.6412 Badger Drive Tampa,FL 33610 Tel:813621-5777 Fax:813-6211-5140 e-mail:matedalstesfing@pricmt.00m WebSite:htlpJ&&w-pdcmtcom
IKO
Installation Instructions for
Asphalt Shingles
Page 3 of 5
IKO,Laminated Shingles Application Instructions
(ASTM D3161, Class F—Cambridge, Cambridge HD, and CRC Biltmore AR)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION
CONFLICT,THESE INSTRUCTIONS WILL GOVERN.
i
ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC.
UNDERLAYMENT:Applied in accordance with building code requirements.For areas where the roof slope is
less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code
requirements,the first sheet overlapping the eave protection by 19",followed by full 36"widths overlapping
each preceding course by 19"or other Approved underlayments in accordance with the qualified application
instructions. For,areas where the roof slope is 4" per foot or greater, cover the deck with one ply of
underlayment laid parallel to the eaves,with 2"horizontal laps and 4"end laps. Apply metal drip edges on top
of any underlay along rake edges and directly to the deck along eaves in accordance with building code
requirements.
NAILING:Use galvanized(zinc coated)roofing nails, 11 or 12 gauge,with at least 3/8"diameter heads,long
enough to penetrate through plywood or 3/4"into boards. Use 4 nails per shingle placed in the nail line 7-3/8"
below the top edge, approx. 1"and 13"in from each end. Drive nails straight so that nail head is flush with,
but not cutting into shingle.surface.
NAILING ON STEEP SLOPES:For steep slopes of 21"per foot(600)or more,use 6 nails per shingle placed
as,shown below. Ensure that no nail is within 2"of a joint/cutout of the underlying shingle. Seal down each
shingle at time of application with three 1"diameter(approx.size and thickness of a quarter)'spots of asphalt
plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle.
Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles
should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the
heat of direct sunlight.
EXPOSURE: Installed shingles shall have a maximum average exposure of 5-7/8".
NAILING-STEEP SLOPES APPLICATION
Use sic nails as shown.
i +
7 318'
�— NAIL UNE
t LQ ,
NAILS CEMENT
1 PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OFTHE SHINGLE
i
I
PRI Construction Materials Technologies,LLC.6412 BadgerDdve Tampa,FL33610 Tel:813-621-5777 Fax:813-621-5840 a-mail•matedalstesting@pricmtoom WebSite:httpJbvwwpdcmtcom
IKO
Installation Instructions for
Asphalt Shingles
Page 4 of 5
IKO Hip and Ridge 12 Application Instructions
(ASTM D3161, Class F—IKO Hip and Ridge 12)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION
CONFLICT,THESE INSTRUCTIONS WILL GOVERN.
I
i
Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide.These shingles are
designed for a 51/8"(130 mm)exposure.(For a neater appearance,the top of each side of each piece has
been factory trimmed on a 1"(25 mm)taper(see drawing).Bend each piece over the hip or ridge,and nail 5
5/8" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 51/8"(130 mm).
Apply hip pieces starting at the lower end of the hip,working up toward the ridge. On hip roofs,apply ridge
pieces starting at each end', meeting in the middle. On gable roofs, apply ridge pieces starting at the end
opposite to the prevailing wind direction and continue to the other end.Note:To obtain a three-dimensional
effect,(which is recommended,but not required),apply hip and ridge shingles double thickness by stacking 2
pieces on top of one another,the lower piece extending about 3/4"(19'mm)further than the top piece(see
diagram).The final shingle should be set in cement,and the exposed nail heads of the final shingle should be
covered with cement. Prior to application in cold weather,storing the shingles in a heated area will allow for
easier bending.
NOTE:SHINGLES MUST BE APPLIED PROPERLY.THEYARE DESIGNED FOR USE AS HIP AND RIDGE
S14INGLES ONLY;AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS.WE ASSUME NO
RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAILURE TO
PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER
VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS.REVIEW
ALLAPPLICABLE BUILDING CODES,MINIMUM PROPERTY STANDARDS,AND REQUIREMENTS PRIOR
TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS.
1 ,-
(19 mm) TAPER Our
1 5775 N, '
sac
(16:mm)
i
i
,
PRI Construdon MatedalsTechnologies,LLC.6412 Badger Drive Tampa,FL 33610 Tel;813621-5717 Fax:813621-5840 e-mail:materialstesfing@p6cmLcom Website:htlpJMvww.pricmtccm
•IKO
Installation Instructions for
Asphalt Shingles
Page 5 of 5
IKO Leading Edge Plus Application Instructions
(ASTM D3161, Class F—IKO Leading Edge Plus)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION
CONFLICT,THESE INSTRUCTIONS WILL GOVERN.
i
1. Apply any underlayment, eave protection,valley flashings, or drip edges to roof deck as required.
2. Each 39 3/8"x 131/4"(1000 mm x 336 mm)IKO Leading Edge Plus strip is perforated lengthwise for
' separation into two(2)shingles.Take one IKO Leading Edge Plus strip and fold flat at perforation to
separate.
3. Take one of the separated shingles 39 3/8"x 6 5/8"(1000 mm x 168 mm)and remove approximately
20"(500 mm). Install this shingle on the lower left comer of the roof deck, granule side up,with the
factory installed sealant adjacent to the eaves.The shingle should overhang the rake edge and eaves
by a nominal 1/4"(6 mm)minimum.Fasten the shingle to the roof.deck with nails located 3"to 4"(75
mm to 100 mm)from the eave edge and 1"(25 mm)in from each end.
14. Take the leftover 20"(500 mm)piece shingle.Rotate the piece and align it vertically up the rake edge
i with the factory installed sealant adjacent to the outer edge of the roof.The shingle should overhang
the rake edge by a nominal 1/4"(6 mm)minimum.Fasten the shingle to the roof deck with fasteners
located 3"to 4"(75 mm to 100 mm)from the rake edge and 1"(25 mm)in from each end.
5. Repeat Steps 3—4 for the right lower corner of the roof deck.
NAILING: Use galvanized(zinc coated) roofing nails, 11 or 12 gauge,with at least
3/8"(9 mm)diameter heads, long enough to penetrate through plywood or 3/4"(20
mm)into boards. Use 4 nails per shingle placed 3"to 4"(75 mm to 100 mm)from
the eave edge and approximately 1"and 13"(25 mm and 330 mm)in from each end.
6. Apply full-length IKO Leading Edge Plus shingles to the remaining eave edges of the roof deck.Install
the shingles granule side up with the factory applied sealant adjacent to the eaves. The shingles
should overhang the rake edge and eaves by a nominal 1/4"(6 mm)minimum.Fasten the shingles to
the roof deck with nails located 3"to 4"(75 mm to 100 mm)from the eave edge,4 nails per shingle.
7. Apply roof shingles as per the instructions printed on each product's package.Make certain the first
course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus. In this way,
the sealant on the IKO Leading Edge Plus shingles will adhere to the first-course field shingles and
help keep them from lifting in high winds.
I
PRI Construction MateriafsTechnologies,LLC.6412 BadgerDrive Tampa,FL33610 Tel:813-621-5777 F=813-621-5840 e-mail:materialstesting@pricmtcom Website:http1AwAY.pdcmtoom
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Product Approval
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I Product Acoroval Menu>Produta_or aoollcatlon Search>Aoollcatlon List>Appgcatlon Detall
FL# FL1654-1122
Application Type Revision
j Code Version 2017
Application Status Approved
I
Comments
Archived ❑
Product Manufacturer POLYGLASS USA
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
I
Technical Representative Maury Alpert
Address/Phone/Email 1111 W.Newport Center Drive
Deerfield Beach,FL 33442
(912)429-8610
MAlpert@polyglass.com
Quality Assurance Representative Adel Lender
Address/Phone/Email 1111 W.Newport Center Drive
Deerfield Beach,FL 33442
(954)233-1230
ALender@polyglass.com
Category Roofing
Subcategory Modified Bitumen Roof System
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
❑ Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nleminen
the Evaluation Report
Florida License PE-59166
i Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 09/13/2021
Validated By John W.Knezevlch,PE
Cl Validation Checklist-Hardcopy Received
i
Certificate of Independence FL1654 R22 COI 2017 01 COI Nleminen.Ddf
Referenced Standard and Year(of Standard) Standard Yea[
ASTM D6162 2008
ASTM D6163 2008
ASTM D6264 2011
ASTM D6222 2011
ASTM D6509 2009
FM 4470 2012
FM 4474 2011
UL 1897 2012
i
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/14/2017
Date Validated 09/15/2017
Date Pending FBC Approval 09/22/2017
Date Approved 12/12/2017
Date Revised 10/08/2018
Summary of Products
FL# Model,Number or Name Description
-1654.17' Polygiass SBS and APP Modified SBS and"APP modified bitumen roof systems
Bitumen Roof Systems-
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL1654 R22 II 2017 09 FINAL Al ER POLYGLASS MODBIT FL1654-
Approved for use outside HVHZ:Yes R22.odf
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 Evaluation Reports
relates to one particular assembly over concrete FL1654 R22 AE 2017 09 FINAL ER POLYGLASS MODBIT F1,1654-
deck.Refer to the ER Appendix for other systems R22.Ddf
and deck types.2.)Refer to ER,Section 5 for other Created by Independent Third Party:Yes
Umits of Use.
Back
Contact Us::2601 Blair Stone Read,Tallahassee FL 32399 Phone:850-407-11324
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida,::Privacy Statement::AccesslblUty 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 mall.If you have any questions,please contact 850,487.1395.*Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,Ilcensees licensed under Chapter 455,F.S.must provide the Department with an email addre ifthey have one.The emails
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.To determine If you are a licensee under Chapter 455,F.S.,please clIck here
Product Approval Accepts:
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"iTRINITY IERD
_APPD
EN
Table Deck Application Type Description Page
1A Wood New or Reroof(Tear-off) A-1 Bonded Insulation,Bonded Roof Cover 5
IB-1 Wood New or Reroof(Tear-off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5-9
I6-2 Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded insulation,Bonded Roof Cover 10-11
_1C Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Tap Insulation,Bonded Roof Cover 11
10 Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 12-13
_1E Wood New,Reroof(Tear-Off)or Recover D Prelim.Attached insulation,Mech.Attached Base Sheet,Bonded Roof Cover 14-15
IF-1 Wood New or Reroof(Tear-off) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 16-18
IF-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 19-21
IG Wood New or Reroof(Tear-Off) F Non-Insulated;Bonded Roof Cover 21
2A Steel or Structural concrete New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 22-24
2B Steel or Structural concrete New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 25-28
2C Steel or Structural concrete New,Reroof(Tear-OM or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 29-31
_3A Structural concrete New or Reroof(Tear-off) A-1 Bonded Insulation,Bonded Roof Cover 32-40
3B Structural concrete New or Reroof(Tear-aft) F Non-Insulated,Bonded Roof Cover 40
4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 41-42
_4B LWIC New or Reroof(Tear-off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 43-
4C LWIC New or Reroof(Tear-off) F Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 44-46
5A CWF New or Reroof(Tear-off) A-1 Bonded insulation,Bonded Roof Cover 47
5B CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 48
SC CWF New,Reroof(Tear-off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 49
SO CWF New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 49
SE CWF New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 49
_6A Gypsum Reroof(Tear-Oft) A-1 Bonded Insulation,Bonded Roof Cover 50-52
_66 Gypsum Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 52
_6C Gypsum Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 53
_6D Gypsum Reroof(Tear-Oft)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 53
_7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 54-58
_713 Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 58
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 Authority Having Jurisdiction.
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 thetop flute ofthesteell deck.
>Structural 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 polyisocVanurate, 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,LLC.d/b/aTrinity(ERD Evaluation Report P9290.02.08-1120 for FL1654-R22
Certificate of Authorization#9503 EDITION(2017)FBC NON-HVHZ EVALUATION Revision 20:09/12/2017
Prepared by: Robert NiemInen,PE-59166 Polyglass Modified Bitumen Roof Systems,(570)384-1230 Appendix 1,Page 1 of 58
\,4TRINITY IERD
15. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
Reference Layer Material Application
BP-AA Base Ply One or more plies Polyglass 62 Base,FBC Approved ASTM D4601,Type 11 Hot Asphalt at 20-40
(Base and Ply sheets,Asphalt- Ply One or more plies Polyglass Ply IV,Polyglass Ply VI,FBC Approved ASTM D2178 Type IV or VI lbs/square
Applied) Note., Asphalt-applied sheets or Insulation shall not be applied to po!YPIm surfaced membranes.
Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex 56 Type 11,Polyglass HT Base 650
PG350 at 1.5-2.0
SBS-CA1 Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex S6 Type 11,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshleld TS-G,Eiastoshieid
Cap Plygal/square
TS-G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed)
Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex S6 Type 11 Polyplus 35 at 1.5-2.0
SBS-CA2 Cap Ply Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex S6 Type 11,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshleld gal/square %
TS-G FR,Polyfresko IS SBS(sand-backed),Polyfresko G SBS FR(sand-backed)
One or more plies Elastobase(sand/sand or poly/sand),Elastobase P(sand/sand or poly/sand),Elastoflex V,Elastoflex S6,Elastoflex
SBS-AA Base Ply or Ply S6 Type 11,Polyglass HT Base 650 Hot Asphalt at 20-40
(SBS,Asphalt-Applied) -Cap Ply Elastoflex V,Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex s6 Type 11,Elastoflex S6 G,ElastoflexS6 G FR,Elastoshleld TS-G, lbs/square
Elastoshleld TS-G FR,Polyfresko G SES(sand-backed),Polyfresko G SRS FR(sand-backed)
Note: Asphalt-applied sheets or Insulation shall not be applied to of film surfaced membranes.
Base Ply or Ply One or more'lolles Elastobase(sand/poly),Elastobase(poly/poly),Elastoflex V,Elastoflex SG,Elastoflex S6 Type 11,Polyglass HT Base
SBS-TA 650 Torch-Applied
(SBS,Torch-Applied) Cap Ply Elastoflex V,Elastoflex VG,Elastoflex VG FR,Elastoflex S6,ElastoflexS6 Type 11,ElastoflexS6 G,Elastoflex SIS G FR,Elastoshleld TS-G,
Elastoshleld TS-G FR,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 Ply Elastoflex SA P,Elastoflex SA P FR,Polyreflect Self-Adhering
(SBS,Self-Adhering) Note., Unless otherwise noted,permissible membrane substrates for SBS-SA are limited to the SOS-SA Base Ply options herein,
Elostobase(poly/sand)or Efastobase(polylpoly).
APP-CA1 Cap Ply Polyflex G FR PG350 at 1.5-2.0
gal/square
APP-TA Base Ply or Ply One or more plies Polyglass APP Base,Polyflex,Polybond Torch-Applied
(APP,Torch-Applied) Cap Ply Polyflex,Polyflex G,Polyflex G FR,Polybond,Polybond G,Polyfresko G,Polyfresko G FR
APP-SA Cap Ply Polyflex SA P,Polyflex SA P FR,Polyfresko G SA,Polykcol
(APP,Self-Adhering) Note. Unless otherwise noted,permissible membrane substrates forAPP-SA are limited to the SBS-SA Base Ply options herein, Self-Adhering
I Elastabase(poly/sand)or Elastobase(poly/poly).
16. Any of the following FEC 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;
> PG3130 Fibered Roof Coating;
> P6600 Non-Fibered Aluminum Roof Coating;
> P6650 Fibered Aluminum Roof Coating;
> PG700 High Quality Elastamerlc Roof Coating or KM Acryl 25;
> PG700QS(Quick Set)High Quality Elastomeric Roof Coating or KM Acryl 25-QS(for granule-surfaced APP or SBS only);
);- PG800 Asphalt Emulsion Roof Coating;
> Polyplus 60 Premium Nan-Fibered Aluminum Roof Coating;
> Polyplus 65 Premium Fibered Aluminum Roof Coating;
> Polybrite 70 Premium Grade Elastomeric Roof Coating or M Acryl 15;
• > Polybrite700S(Quick Set)Premium Grade Elastomeric Roof Coating or KM Acryl 15-QS(for granule-surfaced APP or SBS only);-
> Polybrite 90 High Solids Silicone Roof Coating or Polybrite 95 Silicone Roof Coating.
Exterior Research and Design,U.C.d/b/aTrinitylERD Evaluation Report P9290.02.08-R20 for FL1654-R22
Certificate of Authorization#9503 6m EDITION(2017)FBC NON-HVHZ EVALUATION Revision 20:09/12/2017
Prepared by: Robert Nlemlnen,PE-59166 Polyglass Modified Bitumen Roof Systems,(570)3114-1230 Appendix 1,Page 3 of 58
TRINITY ERD
...........
System Roof Cover(Note 15) MOP
No. Deck(Note 1) 1 Base Sheet —
Type Fasten Attach Base Ply Cap--� (Psf)
W-136 Min.19/32- Elastobase,Elastobase P Dekfast Hex(aka,Dekfast PLT-H-2-7/8)with Dekfast#14 12-Inch o.c.In 44nch lap and 12-Inch o.c.In two SBS-SA SBS-SA,APP-SA,SBS- -52.5*
Inch plywood (poly-film top) or Trufast 3"Metal Insulation Plate with Trufast HD (2),equally spaced,staggered center rows TA,APP TA
W-137 Min.19/32- Elastobase,Elastobase P Dekfast Hex(aka,Dekfast PLT-H-2-7/8)with Dekfast#14 12-Inch o.c.In 4-Inch lap and 12-Inch o.c.In two Polyflex SA Base APP TA .-52.5*
Inch plywood (poly-film top) or Trufast 3"Metal Insulation Plate with Trufast HD (2),equally spaced,staggered center rows
W-138 Min.19/32- Elastabase,Elastobase P OMG Flat Bottom Plates(square)with Roofgrip#12 12-Inch o.c.In 4-Inch lap and 12-Inch o.c.In two SBS-SA SBS-SA,APP-SAI SBS- -60.0*
Inch plywood (poly-film top) (2),equally spaced,staggered center rows TA,APP TA
W-139 Min.19/12- Elastobase,Elastobase P OMG Flat Bottom Plates(square)With Roofgrip#12 12-Inch o.c.In 4-Inch lap and 12-Inch o.c.In two PolyflexSABase APP TA -60.00
Inch plywood (poly-film top) (2),equally spaced,staggered center rows
-.6 j:'
64
System Deck(Note 1) Primer Roof Cover(Note 15) Base Ply Ply Cap Ply MOP(psf)
No. Joint Treatment
W-140 Min.15/32- None None SBS-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- -90.0
.. Inch plywood TA,APP TA TA,APP-TA L
W-141 Mln.-15/32- (Optional)PG100 None Polyflex SA Base (Optional)APP-TA APP-TA -90.0
inch plywood
W-142 Min.15/32- PG100 None SBS-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- -97.5
Inch plywood TA,APP TA TA,APP-TA —
W-143 Min.15/32- (Optional)PG100 Plywood joints are covered with 4-Inch wide strips of Elastoflex SAV Plus,rolled Into Elastoflex SA V Base or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SGS- -97.5
p
Inch plywood place to create continuous bond. Elastoflex SAV FR Base TA,APP TA TA,APP TA
W.-144 Min.15/32- WB-3000 None SBS-SA (Optional) SBS-SA,APP-SA,SBS- -105.0
Inch plywood I-- TA,APP-TA
W-145 Min.15/32- (Optional)PG100 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- 435.0
p
Inch plywood place to create continuous bond. Elastoflex SAV Plus FR TA,APP-TA TA,APP-TA
W-146 Min.15/32- (Optional)PG100 Plywood Joints are covered with 44nch wide strips of Elastoflex SA V Plus,rolled Into Polyflex SA Base (Optional)APP-TA APP TA -135.0
Inch plywood place to create continuous bond.
Exterior Research and Design,LLC.d/b/a TrInItyjER0 Evaluation Report P9290.02.08-R20 for FL1654-R22
Certificate of Authorization#9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION Revision 20:09/12/2017
Prepared by: Robert Nlemlnen,PE-59166 Polyglass Modified Bitumen Roof Systems,(570)384-1230 Appendix 1,Page 21 of 58