HomeMy WebLinkAboutPRODUCT APPROVALF [G:4 J::A0.M51: CF �t "emu
Business & Professional Regulation
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Pmd=Product approval .
PmEr._ Rbmovel Nenx> Raavct oraedlet[bn SmrCT a aoaVmarn nn> Appnertloe DTa0
FL S
FL2569-R14
Application Type
Revislon
Code Version
2017
Application Status
Approved
Comments
ArchNed
E3
Product Manufacturer
Soprema, Inc (Canada)
Address/Phone/Email
1640 rue Haggerty
Drummondville, NON -US 00000
(819)478-2400
memathieu@soprema.ca
Authorized Signature Marc-EOenne Mathieu
memathleu@soprema.ca
Technical Representative Marc-Etlenne Mathieu
Addres/Phone/Ernal 16M Jean-eembmans-Michaud
Drummondville, NON -US 00000
(819) 478-2400 Eud 3327
memathleu@seprema.ca
Quality Assurance Representative Jean -Francois Cote, Ph.D.
Address/PhoneJEmall 1640 rue Haggerty
Drummondville
(888) 811-3145
lrcote@soprema.ca
SCANNED
BY
St Lucie County
RlzzvED
DEC 0310iff
PeS ltUu 9e C0a0ty Orlt
Category Roofing
Subcategory Undedaymems
Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed
Florida Professional Engineer
❑ Evaluation Report - HardcopY Received
Florida Engineer or Architect Name who developed
Robert3. M. Nieminen
the Evaluatlon Report
Florida Ucense
PE-59166
Quality Assi ance Entity
UL U-C
Quality Assurance Contract Expiration Date
07/18/2020
Validated By
John W. Knezevlch, PE
6 Validation CheddIst- Hardcepy Received
Certificate of independence
Referen0ed Standard and Year (of Standard) Standard
rear
AS)M D1970
2015
AS)M D4798
2011
ASIM D6163
2008
FM 4474
2011
. FRSAnW April 2012 (04-12)
2012
UL 1897
2012
File Copy
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
02/12/2018
Date Validated
02/14/2018
Date Pending FBC Approval
02/17/2018
Date Approved
04/10/2018
;ummam of roducts
Pl. N
Model, Number or
Description
Name
2569.1
Soprema Roof
Self adhering roof underlayments
Undedayments
Limits of Use
Approved for use In HVHL- No
Approved for use outside HVHZ.• Yes
Impact.ReslistanC N/A
Design pressures +N/A/-150
Other 1.) Refer to sit Section 5 for
Limits of Use. 2.) The design pressure
Installation Instructions
EL2569 R14 11 2018 02 FINAL ER SOPREMA CA UNDERLAYMENTS FL2569-
R14.9df
Verified By: Robert Nleminen, P.E. PE-59166
Created by Independent Third Parry: Yes
Evaluation Reports
F 2569 R14 AE 2018 02 FINAL ER SOPREMA CA UNDERLAYM NTS 256-
R14.odf
Created by Independent Third Party: Yes
noted herein pertains to undedayment
systems used beneath adhesive -set the
systems. Refer an ER Section 5.6.4 for
details.
pout H®
Canta0mp: M01 MaTrsaana RaaE.bNOasul0.3Sd99 VOanN P30467,1024
na Man arf ban AVEE9 al Wd . -',he 2007-N1135!a@a'RIME H Maw SucerMt:: Al lbIM SYatemean"Jaciud M'Vm nt
ma
Vnaauat ppm�lel H[m0ra
®®I1�tl®®
Si'C4lrtlt?Ct r!:ICa
�0 NEMO l etc.
Certificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203)262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
Soprema, Inc. Evaluation Report S18010.06.09-R12
1640rue Haggerty FL2569-1114
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 6d' Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: Soprema Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted
herein.
CoN INLIEDCOMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to
the product(s), the Quality Assurance or the production facility locabon(s). NEMO(etc. requires a complete review of
this Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENr: The Evaluation Report number preceded by the words "NEMO(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 thejob site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 8.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE19R3
f .
C
aiarl'L?
>�; ThefarsiMle seal appearing was autMrizetl by Robert
Nleminen,P.E. on 02/12/2018. This does not serve as an
•s�iix,., m^' elxtsoniwllysigned document
CERnFICATION OF INDEPENDENCE:
1. MEMO 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. MEMO 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
S. This is a building code evaluation. Neither MEMO letc. 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.
ONEMO etc.
ROOFING COMPONENT EVALUATION:
Product Category: Rooting
Sub -Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Soprema, have demonstrated compliance with the
fallowing sections of the a Edition (2017) Florida Building Code through testing in accordance with the fallowing
Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth
herein.
,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, SS07.2.9.2 Physical Properties
ASTM D1970
2015
1507.3.3
Physical Properties
FRSA/TRI April 2012
2012
FRSAARI April 2012 (D4-12)
Physical Properties
ASTM D6163
2008
TAS 110
Accelerated Weathering
ASTM D4798
2011
3.
REFERENCES:
Entity
>' Exammatiom;
Reference
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
07/15/200S
ERD (TST6049)
Wind Resistance
2779.11.05-R1
04/18/2007
ERD (TST6049)
TAS 103 / TAS 130
S7120.11.07-2
11/02/2007
ERD (TST6049)
ASTM D1970/ TAS 110
S13190.02.09-R1
D4/01/2010
ERD (TST6049)
ASTM .D1970/TAS 110
S31370.03.30.1-R1
04/07/2010
ERD(TST6049)
Physical Properties/ Tensile Adhesion
S11150.05.30-Ri
09/09/2010
ERD (TST6049)
Physical Properties/ Tensile Adhesion
S11150.05.09-112
10/05/2D10
ERD.(TST6049)
ASTM D1970
S37210.11.11
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-RI 06/07/2017
M-D (CER1592)
HVHZ Compliance
15-0508.04
09/24/2015
ICC-ES(EVL2396)
20151BC Compliance
ESR-1524
03/01/2017
PRI-(TST5878)
Physical Properties
SOP-054-02-01
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 bitumen roof
underlayment; meets ASTM D2970 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 D3970.
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.
4A.
Lastobond Shield HT is a self -adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof
underlayment; meets ASTM D3970.
NEMO ETC, LLC Evaluation Report SIM10.06.09432
CerOJlmfeoJAuNaAratlonY31455 6r"EDMON(2017)FRC NON-HVHZ EVALUATION FL2569-R34
Soprema Rod Underlayments Revision 12: OZ/12/2018
Page 2 of a
ONEMOletc.
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 D3970.
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 Lastabond Eaves Protection Sheet is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen
roof underlayment; meets ASTM D1970.
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 b1970.
412 RESISTO LB1236 is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment,
with a 36-inch sheet width; meets ASTM D3970.
4.13 -PrimeSource Grip-RRe 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 LB1244 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 2022 (04-12).
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 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 Soprema Roof Underlayments may be used with any prepared roof cover where the product is specifically
referenced within FBC approval documents. If not listed, a request may be made to the 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 COVER
OPTIONS
. .-'.....
Wood or
Slate or
.Undetla yment
Asphalt
Nail -On
-
: Foam -On
'Tile
Metal
-composite.
Composite
Shingles'
-� Tile
Shakes'&
Slate
Shingles
-
Lastobond TU HT
yes
Yes-
Ye3
Yes
.yes. +
Yes
Lastobond Shield /Pro HT-N4'No
m"' t°„
lx Ala+
Yes
Yes
RESISTO SA SMOOTH PLY 40
�,;`�,„„°;:n,
�+„ , ,,.,.�r
-`'� Fw t'�
.
Lastobond Shield Hi/ Pro HT-S
yes,: ,;
y- -.,�'.'"'
'*'�{jjJ,eairq r;
,Yes. -
.Yes, .
Yes '.
EnviroShield
Yes.`:':
/{w:��'
hV;Nord
Yes':.`
Yes:
Yes..
Evaluation Report S18010.06.09-R12
6TH EDITION (2017) FDC NON-HVHZ EVALUATION FL2569-R14
Soprema Roof Undedayments Revision 12: 02/12/2018
Page 3 of 8
ONEMOletc.
TABLE
1: ROOF COVEROPTIONS
.
Wood or
.Slate or
Underlayment
"..
Asphalt
Nail -On
Foam -On '
Metal
Composite
Composite
Shingles
Tile.
Ttle
Shakes&
Slate
'
-
Shingles
Lastobond Eaves Protection Sheet/
yes '
+1, Ng�
*v NoXv..r'�
No_`t�n
Yes
Yes
Lastobond 195
s? ;�, r,.. ;.
i,,';-. Ra
Lastobond ECO / RESISTO LB1236,p,,-J'`,*�
..K.`N'6`
r 5
Valley Protector/
Yes
i,S�
�MA+)V44
t
Yes
Yes' .
RESISTO LB1244
Lastobond Smooth Seal HT
Yes'z{F
Itoryz'a.
Yes-.
Yes
Yes
Colphene FR GR
Yes.
Yes: ''
..Yes`
ry
!'`No
Yes
Yes -
See5.51 .
,.
5.5.1 "Foam -On Tile" is limited to use of following Approved tile adhesives / underlayment combinations.
5.6 Allowable Substrates:
5.6.1 Direct -Bond to Deck:
Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-$
EnviroShield, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO
LB1236, Grip -Rite Eave & Valley Protector, RESISTO LB1244 or Lastobond Smooth Seal HT applied to:
➢ Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed Ol 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 46, 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
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, AppendixJ or UL1807.
1 Refer to Tile Manufacturer's orAdheslve Manufacturer's Florida Product Approval for Overtuming Moment Resistance Performance.
NEMO ETC, LLC Evaluation Report S18010.06.09-R32
c lwre o/Autho+@anon 032455 6'"EDITION(2017)FEIC NON-NVNZ EVALUATION FL2569-R14
Soprema Roof Underlayments Revision 12:02/12/ZD18
Page 4 of 8
ONEW10letc.
5.6.3 Bond to Mechanically Attached Base Layer:
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
LB3236, 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 the 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 the systems, where the
underlayment farms part of the load -path. The fallowing 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 2609 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: Elastocol600c
Underlayment: Lastobond TU HT or Colphene FR GR, self -adhered.
#3 Maximum Design Pressure=-150.0 psf:
Deck: Min. 15/32-inch APA-rated BOX 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
roller to ensure there are no voids, and ensure there are no voids/bridging at side and end -
laps.
44 Maximum Design Pressure=-60.0osf:
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 fin 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 518030.06.09-R12
Certdcare o/AuMalmtl_on a32a 6ruEDITION (2017)FBC NON-HVHI EVALUATION FL2569AM
Supreme Roof Underlayments Revision 12: 02/12/2018
Page 5 of 8
ONEW10jetc.
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 2609. 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 WDIL, 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 LB1.244 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, Enviro5hleld shall not be left exposed for longer than 90-days after installation.
Lastobond TU HT or Colphene Fit GR shall not be left exposed for longer than 180-days after installation.
5.8 Tile Slippage Limitations RAS 103 Per FRSA/TRI April 2012 (04-12)1•
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: TILE SLIPPAGE LIMITATIONS FOR
DIRECT -DECK
:UddBrlaylgent :
"JTiile Profile
Staging Method.'
Maximum
Slope
Flat
Max 10-tile stack
6:12
Lugged
Max 10-tile stack
5:12
Max.1D-tile stack (bottom 2-tile stack
shall be inverted, followed by 8 tiles high 6:12
an slope, as shown below)
Lastobond TU HT
Lugged
Mk 5:12Colphene
PIG
FR GR
Flat
LuggedMk
-file
6,12
NEMO ETC, LLC Evaluation Report S18010.06.09•R12
cenifl f .JAurholkation M4155 Ism EDITION(2017) FBC NON.HVHZ EVALUATION FL2569-R34
Soprema Roof Underlayments Revision 12:02/12/2018
Page 6 of 8
6.1
6.2
6.3
6.3.1
6.3.2
6.3.3
ONEMOletc.
Soprema Roof Underlayments shall be installed in accordance with Soprema public
subject to the Limitations set forth in Section 5 herein and the specifics noted below.
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).
Lastobond TU HT,-Lastobond Shield,': Lasidbond:Pro;HT-N, RESISTO SA SMOOTH PLY'40, Lastobond:Shield HT;
Lastobond Pro HT=S, EnviroShield, t istobond;Eaves Protection Sheet, Lastobond 195 Lastobond Eco, Lastobond
Smooth Seal HT, RESISTO L61236; Grip-RRe Ea4e & Valley Protector, RESISTO.LB1244.6r Colphene�,FR'GR:
Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1S07.1.1 for
the type of prepared roof covering to be installed.
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 34nches, 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.
Forvalleys, apply the sheet starting at the lowest point and work upward.
Tile Applications (Lastobond TU HT or Coiphene 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
outside the scope of FRSA/TRI April2012 (04.12).
Tile shall be loaded and staged in a mannerthat prevents tile slippage and/or damage to the underlayment. See
Table 2 herein, and Soprema published requirements far the staging.
As required
this product.
or
in order to properly evaluate the installation of
NEMO ETC, LLC Evaluation Report 516010.06.09-1112
rertifiaate ofAuffi"Indon 03205 6'x EDITION (2017)FSC NON-HVHZ EVALUATION FL2569•R14
Soprema Roof Underlayments Revision 12:02/12/2018
Page 7 of 8
ONEMOletc.
Contact the noted QA agency for information on product locations covered for FAC- SIG20-3 O/
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,
Lastobond Pro HT-N, Lastobond Pro HT-S, Enviro5hield, Lastobond 195,
Drummondville,
ATM D1970
Lastobond Eaves Protection Sheet, Lastobond Eco, Lastobond Smooth
QC (Canada)
Sea[, HT, RESISTO LB1236, PrimeSource Grip -Rite Eave & Valley
Protector, RESISTO LB1244
ASTM D1970.& FRSA/TRI04-12
Colphene FR GR
Lastobond 195, Lastobond Eaves Protection Sheet, Lastobond Eco,
Wadsworth, OH
ASTM D1970
Lastobond Smooth Seal HT, RESISTO LB1236, PrimeSource Grip -Rite
Eave &Valley Protector, RESISTO LB1244
D1970& FRSA/TRI 04-12
Lastobond TU HT; Col hene FR GR
d Eaves Protection Sheet, Lastobond Eco,
Gulfport, MS
rASTMD1970
Lastobond Smooth Seal HT, RESISTO L81236, PrimeSource Grip -Rite
Eave &Valley Protector, RESISTO L61244
UL, LLC—QUA9625; (314)
- END OF EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report S18010.06.09-R32
rerrrpmte o/Authodmdon#32455 6Te EDrn0N (2017) FBC NON-HVH2 EVALUATION F1.2569414
Soprema Roof Undedayments Revision 12: 02/12/2018
Page 8 of 9
�' oapa xar; ABvvr.vawc vnop vrulatoryg; ;coNMLT4epa
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seertn>AeeOmtlen List >Applludan penll
FL #
FU847-R30
_
Application Type
Revision
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.
Comments
Archlved
Product Manufacturer
Address/Phone/Emall
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Evaluation Entity
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
07
Lomance, Inc
2101 West Main Street
Jacksonville, AR 72076
(501)982.6512
acarter@lomanco.mm
Andrew Carter
acarter@lomanco.mm
Andrew Carter
2101 West Main Street
Jacksonville, AR 72076
(501) 982-6511 EXt 361
acarter@lomanco.mm
Andrew Carter
2101 West Main. Street
Jacksonville, AR 72078
(501) 982-6511 Ext 361
acarter@lomanco.com
Roofing
Roofing Accessories that are an Integral Part of the. Roofing System
Evaluation Report from a Product Evaluation Entity
Miami -Dade BCCO - EVL
Miami -Dade BCCO - QUA
08/16/2021
Mlaml-Dade BCCO - VAL
Standard
Mlaml-Dade TAB 100(A)
Veer
1995
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 S
Model, Number or Name
Description
2847.1
Lo-OmnlRidge LOR9-4
Gun Nallable 4' Ridge Vent for 9" Cap Shingles
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
Verified By: Mlami-Dade BCCO - EVIL
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Created by Independent Third Party:
Design Pressure: N/A
Evaluation Reports
Other: 1. Refer to applicable building codes for required
L 3
ventilation. 2. Omni Rail 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 slat clearance of 12" from such
obstructions. 4. Omni Roll Ridge Vent shall not be Installed on
roof mean heights greater than 33 feet.
2847.2
Lo-OmnlRoll LOR-30
30' Gun Nallable Shingle Over Ridge Vent
Limits of use
Installation Instructions
Approved for use In HVHZ: Yes
Verified By; Miaml-Dade BCCO - EVIL
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Created by Independent Third Party:
Design Pressure: N/A
Evaluation Reports
Omer: 1. Refer to applicable building codes for required
1!1.2847 R30 AE 18051504 - Lamando LOR-30 NOA.adf
ventilation. 2. OmnlRldge Vent shall not be Installed on roof
mean heights greater than 33 feet.
2847.3 i
OmniRldge OR-4
4' Shingle Over Ridge Vent
Limits of Use
Installation Instructions
.Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
FL2847 RIO TT Lumanco
Verified By: Miami -Dade SCCO - 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 Lomaneo OR-4 - NOA 16051(odf
ventilation. 2. OmnlRidge Vent shall not be Installed on roof
mean heights greater than 33 feet.
Deck Nert
je tedUs;; 2601 Blair Rona Road, Unahnssee R 32399 ROM: 850402-1M
the State of f a b m Aveta I.W. CeoMnht 2007-2013 State of Florida.:: N,.a Statement:: A¢erslbjrly Statement :: ReNntl Stammen[
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a
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e urea Product
r
PIOEu[CAvo,wbrMenu > qoa R or Ahoabt on 5errcM> Ao 6'6A ��d>'/lpltllueon Rw11 .
FC tf ._ . ..FL7006-R10
/lppucauon Type. Revision
'.. 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.
Comments' .. .. ...
Ar13illed
Product Manufacturer
Address/Phone/Emall
Authorized Signature
Technical Representative
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Emall
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced. Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
IKO Industries, Ltd
40 Hansen Road South
Brampton, NON -US L6W 3H4
(708) 496-2800 E# 200
rmetz001 @tampabay.m.com
Robert Metz
rmetz001@tampabay.rr.cem
Bob Metz
REMCO of Pinellas
456 Avila Circle NE
Saint Petersburg, FL 33703
(727) 776-5261
rmetz001@tampabay.nr.com
Dan Shaw
IKO Industries LTD
120 Hay Rd.
Wilmington, DE 19808
(717) 579-6706
don.shaw@Iko.cein
Roofing
Asphalt Shingles
Certification Mark or Llsting
FM Approvals - CER
Locke Bowden
0 Validation Checklist- Hardcopy Received
Standard
ASTM D3161 modlfied to 110 mph
ASTM D3462
ASTM D7158 Class H
ASTM E108
1?
?4P
File Copy
Year
2616
2010
2011
2011
Product Approval Method Method 1 Option A
Date Submitted 10/O8/2017
Date Validated 10/30/2017
Date Pending FBC Approval
Date Approved 11/01/2017
Summary of Products
i
FL #
I Model, Number or Name
Description
7006A
Cambridge, Cambridge HD,
Laminated architectural fiberglass asphalt shingle
Biltmore and Blltmore HO
manufactured at IKO's Kankakee, IL; Hawkesbury, Ont.;
Wilmington, DE; Sylacauga,AL and Toronto, Ont. plants
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL7006 RIO C CAC Letter - ASTM 03151 letter - f9-26-
2017) from FM.Ddf
Approved for use outside NVHZ: Yes
Impact Resistand: N/A
FL7006 RIO C CAC Letter - ASTM D3462 letter - f9-26-
2017IJ&
Design Pressure: N/A
Other:
FL7006 RIO C CAC Letter- ASTM E308 letter -(9-26-
20171.Ddf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
EL7006 RIO II IKO-187-02-01 Letter - Installation
Instructions for FBr FL7nO6.Ddf
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 22" fiberglass asphalt shingle used to cover
the hip and/or ridge of an asphalt shingle mof 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
EL7006 RIO C CAC ASTM D 3462 - Shingle letter
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Surveillance Audit Location - (6-28-20171 ndf
EL7006 R10 C CAC Letter - ASTM D3161 letter - (9-26-
2017) from FM.Ddf
Design Pressure: N/A
Other:
FL7006 RIO C CAC Letter - ASTM D3462 letter - f - 6-
2017).Ddf
FL7006 RIO C CAC Letter- ASTM E108 letter -(9-26-
2017).ndf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
EL7006 RIO II HID and Ridge Cap Shlnale Installation
Instructions.odf
EL7006 RID 11 TKO-187-02-01 Letter- Installation
Instructlons for FBC
FL7006.Ddf
Verlfied 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
Starter Strip
One piece fiberglass asphalt shingle used as a starter strip at
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
Approvetl for use outside HVHZ: Yes
FL7006 RIO C CACLetter - ASTM D 161 letter - (- 6-
2017) from FM.Ddf
Impact Resistant.• N/A
FL7006 RIO C CAC LetteA D346 I tt (4 6
�R
Design Pressure: N/A
Other:
FL�
7IO C CAC Letter - ASTM EI08 letter - (- 6-
2017).odf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
EL7006 RIO II IKO-187-0 -01 Letter -Installation
Instructions for FBC FL7006.Ddf
FL7006 R10 II Roofing-P tl cts-Leading-Edo -PI -
ADolicatlon-EN(11. ndf
Verified By: Duc T Nguyen PE 65034
Created by Independent Third Parry: No
Evaluation Reports
Created by Independent Third Party;
7006.4 Marathon Plus AR, Superglass Plus 3 tab fibergla;
AR Brampton, Or
Sylacauga, At
Limits of Use Certification
Approved for use In HVHZ: Yes FL7006 RIO
Approved for use outside HVHZ: Yes 2017) from FI
Impact Resistant: N/A FU006 RIO
Design Pressure: N/A 2017y.Ddf
Other: FL7006 RIO
asphalt shingle manufactured at IKO's
no, Hawkesbury, Ont., Toronto, On[.;
nd Kankakee. IL plants
Certificate
Contract Expiration Date
Installation Instructions
FL7006 RIO JI IKO-187-02-02 Letter - Installation
Instructions for FBC FL7006 odf
Verified By: Duc T Nguyen 65034
Created by Independent Third Party: No
aecA Nvat
came Us:: 20181.11 Stare Road. Tallahassee K 32399 phone: 850487.1924
Do State of Florida Is an AA/ne0 empa,mr. CoUdght 2007-2013 State of Florida :: Pdvacv Statement :: AcoaMlllw Statement ;: Refund Statement
, 2912, Ilmoveea licensed under Chapter 455, F.S. muss pm
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small address wnkn Can be made available m Me public. To
ano �.
product Approval Acmpot
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pleas amour 850.487.13gs. -pursuant to session 455.275
e Me Department Mth vn ..on address If they have pne. The
public more. If you do not wish to supply a personal address,
hmmine If you am a licensee under Chapter 455, F.S., please
CONSTRUCTION MATERIALS
TECHNOLOGIES
October 27, 2017
IKO Industries, 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
(EN3Tab 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-HipandRidgel2-3HRTri-2013-08_reformatted 2013-08)
4) IKO Leading Edge Plus Shingle Application Instructions
(EN-3LEP-Td-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.
FA
Signed: L Signed:
Brad Gxybo sk'Id Due MyNguyen
Managing Director Florida RSglslero rrofesslonal Engine r
P.E. Number. 65034
Date: October 27, 2017 bate: 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
PRICombicft MaMalsTechnologles,LLC.64126adger Drive Tampa,FL33610 Tel:8136214M Far.813621-5840 &MW[:msWelslesMgNpncmtmm WebSTehWA;;ww.pbMmm
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.
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
undedayment 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 318" 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" perfoot (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".
STEEPSLOPES
, 1_
•' —ice—� �— i SEAMG SM : • i • i
GIIB- rr I I 6t-t,H-
y is is
NAILS NAILS
DO NOT NAIL INTO ORABOVETHE SEALING STRIP
PRIComMcUon Maledals Tedmolegles,LLC.6412BadgerOme Tampa,1`1,300 Te1:8I3-MI-5W F=813621-WO ema11:matedalstesI1ng@pdomtmm WebSite:h9rJAa .Ptmtcom
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.
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 V' per foot down to 2" per foot, use 2 layers of underlayment conforming to building code
requirements, the first sheet overlapping the save 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" perfoot (60") 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 thiee 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".
f
7 ate•
NAIL LINE
1 NAILS
NAILING-STEEPSLOPES APPLICATION
Use she nails as shown.
O
ENT
PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OPTHE SHINGLE
PRICo wdon NatedalsTechnologles,LLC.6412Badger Drive Twpa,FL33610 Tel:613-621.57r7 F=813S215840 &malt mateda1sWng@pdcmtwm WehSltahffpJAs .picmtoom
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.
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. (Fora neater appearance, the top of each side of each piece has
been factorytrimmed 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 5 1/8" (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 bystacking 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. THEY ARE DESIGNED FOR USE AS HIP AND RIDGE
SHINGLES ONLY, AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS. WE ASSUME NO
RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POORAPPLICATION 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.
r
remee
risen cvr
PM Darthumion MalerWsTeftolodw, LLC. 6412 badger Drive Tampa, FL33610 Tel:913.0-5777 Fac 81MI-5090 amel: meterialsles5ng@pdcmLwm WebS1te: hWJ/ + .p1omtwm
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.
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 V'to 4" (75
mm to 100 mm) from the eave edge and 1" (25 mm) in from each end.
4. Take the leftover 20" (500 mm) piece shingle. Rotate the piece and align it vertically up the rake edge
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 comer of the roof deck.
NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least
3/6" (9 mm) diameter heads, long enough to penetrate through plywood or 3X' (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.
PPJCo hcton MaWaIsTfttwd9le%LLC.6412BadWDiM Tampa,FL33610 Tel:813-621.5777 F=613.62i 0S 0 &me8:m8fedah1osen9gprlmtwm Web&te:hWJMw.pd=tcmn
NEI
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DBpRMg1E' 1Cpli 8BfR 09VR D1\I610N9. CCMIiLi CBiR
6 6.
Product Approval
FL #
Application Type
Code Version
Application Status
Comments
Archlved
Product Manufacturer
Address/Phone/Emall
Authorized Signature
Technical Representative
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Explration Date
Validated By
Certificate of Independence
FL1654-R22
Revision
2017
Approved
LASS'U PD;O-U
1211 W. Newport Center Drive
Deerfield Beach, FL 33442
(954) 233-1330 Ext 242
malpertC@poiyglass.cem
Maury Alpert
maipert®polygiass.com
Maury Alpert
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(912)429-8610
MAlpertOpolyglass.com
Adel Lender
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(954) 233-1230
ALenderCapolyglass.com
Roofing
Modified Bitumen Roof System
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professlonal Engineer
❑ Evaluation Report - Hardcopy Received
Robert Nleminen
PE-59166
UL LLC
09/13/2021
Sohn W. Knezevlch,.PE
0 Validation Checidlst - Hardcapy Received
Referenced Standard and Year (of Standard) Standard year
ASTM D6162
2008
ASTM D6163
2008
ASTM D6164
2011
ASTM D6222
2011
ASTM D6509
2009
FM 4470
2012
FM 4474
2011
UL 1897
2012
D,
Equivalence of Product Standards
Carolled By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
09/14/2017
Date Validated
09115/2017
Date Pending FBC Approval
09/22/2017
Date Approved
12/12/2017
Date Revised
10/OB/2018
Summary of Products
FIL it „_....
Model, Number or Name
Description
.1654 Lam- -
Poly9iass-SB ,an@APP-Modified
-SBS,antl APP.modi6ed'bicbmen roof
C— V-
BlCudiERlldO£Sy5_tEmS�
��_--�"-"�
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FI I654 R22 II 2017 09 FINAL Al Ell POLYGLASS MODBIT FL3654-
R22.odf
Approved for use outside HVHZ: Yes
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
BZZJ 1
deck. Refer to the ER Appendix for other systems
and deck types. 2.) Refer to ER, Section 5 for other
Created by Independent Third Party: Yes
Limits of Use.
Deck N®
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T,,,,TRRINITY I ERD
1A
Wood
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
5
III-1
Wood
New or Reroof(Tear-Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
5.9
I11-2
- Wood
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
10.11
1C
Wood
New, Reroaf(Teaf-Ofo or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
11
2D
Wood
New, Reroof (Tear -Off) or -Recover
C
Mech. Attached Insulation, Bonded Roof Cover
12-13
1E
Wood
New, Remof (Tear -Off) or Recover
O
Prelim. Attached Insulation, Mach. Attached Base Sheet, Bonded Roof Cover
14-15
1F-1
Wood
New or Reroof (Tear -Off)
E
Non-Insulated,Mach. Attached Base Sheet (nails), Banded Roof Cover
16-18
1F-2
Wood
New, Remof (Tea r-Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet (screws plates), Bonded Roof Cover
19-21
36 ;�,--^c.:�Waadv
�_
. ... .
New -or
. F .-- f'•' Non;fnsufdted Banded Roof • Cover} __._ = '- >�- rY—•'—=—"'
-*-� 1.
—2A
St eel or5tructural concrete
New, Reeraof(Tear-Oft)or Recover
8
Mech. Attached Base Insulation, Bonded Tap Insulation, Banded Roof Cover
22-24
2B
Steel ar5tmctuml concrete
New, Reroof (fear-Off)or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
25-28
2C
Steel or Structural concrete
New, Remof (Tear -Off) or Recover
D
Prelim. Attached Insulation, Mach. 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 aReroof (Tear -Oft)
F
Non -Insulated, Banded 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 -Oft)
A-2
Mach. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
43
4C
LWIC
New or Remof(Tear-Off)
E
Non -Insulated, Mach. Attached Base Sheet, Bonded Roof Cover
44-46
SA
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
5C
CWF
New, Reroof (Tear-Off)or Recover
B
Mech. Attached Base Insulation, Banded Top Insulation, Bonded Roof Cover
49
SD
CWF
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
49
5E
CWF
New, Reroof (Tear-Off)or Recover
E
Non -insulated, Mach. Attached Base Sheet, Bonded Roof Cover
49
6A
Gypsum
Reroof (Tear -Off)
A-1
Bonded Insulation; Bonded Roof Cover
50-52
6B
Gypsum
Reroof (Tear -OM or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Banded Roof Cover
52
6C
Gypsum
Reroof (Tear-Off)or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
53
- 6D
Gypsum
Rercof (Tear -Off) or Recover
E
Non -Insulated, Mach. Attached Base Sheet, Bonded Roof Cover
53
7A
Various
Recover
A-1
Bonded Insulation, Bonded Roof Cover
54-58
7B
Various
Recover
F
Non -Insulated, Bonded Base Sheet, Banded Roof Cover
58
The followine 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 propercodified and/or FBC Approval documentation.
2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement:
D Wood: Minimum 0.75-Inch penetration.
D Steel: Minimum 0.75-Inch penetration and engage the top flute ofthe steel deck.
D 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 polylsocyanurate, polystyrene, wood fiberboard, pedite, gypsum -based roof hoard or minereFwool roof board that meets the CA
requirements of F.A.C. Rule 6IG2O3 and Is documented as mee0ng FBC 1505.1 and, for foam plastic, FBC Chapter 26, when Installed with the roof cover.
• Exterior Research and DmIgn, LLC. d/b/a Trinity)ERD Evaluation Report P9290.02.08-R20for FLI654-R22
Certificate of Authorimtlon f19503 6m EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/12/2017
Prepared by: Robert Nleminen, PE-59166 Polyglass Modified Bitumen Roof System; (570)SM1230 Appendixl, Pagel of58
15. Unless otherwlse noted, refer to thefollowingreferenos; forbonded base, ply crop sheets ollcatlons
0 J
G
UTRINITYIERD
1{;> a v " w�?: Le, , t..,. �. r .. s � ..,z. '. TABIEi :Q0IYGIASSROOYCDyERS �i_ r -, ...-.. :, y � {:, . a•,^.' .. _ 't.
�
Reference
layer
Material
Application
BP -AA
Base Ply
One or more plies Polglass G2 Base, FBCApproved ASTM D4601,Type ll
Hot Asphalt at 20-40
(Base and Ply sheets, Asphalt-
PI
One or more Iles Poi ass PlyIV, PoI lass PlyVI FBCA roved ASTM D2178, Type IV orV1
Ihs/square
Applied)
Nate:
As halts lledsheets or Insulation shall not beapplied to pal - lm su as,cedmembrane
Base Ply
One ply Elastobase sand/sand, Elastoflex V, Elastoflex S6, Elastoflex 56 TypeII, Pa glass HT Base 650
P6350 at 1.9-2.0
SBS-CA1
Elastoflex VG, ElastoflexVG FR, Elastoflex S6, Elastoflex S6 Type 11, Elastoflex 56 G, Elastoflex 56 G FR, Elastoshleld TS-G, Elastoshield
Cap Ply
TS-G Fit, Polyfresko G SBS (sand -backed), Polyfresko G SBS Fit sand -backed
gal/square
Base Ply
One ply Elastobase (sand/sand,ENS10flex V, Elastoflex S6, Elastoflex 56 TypeII
Polyplus 35 at 1.5-2.0
SBS-CA2
Cap Ply
Elastoflex VG, Elastoflex VG FR, Elastoflex SO, Elastoflex S6 Type II, Elastoflex S6 G. Elastoflex S6 G FR, Elastoshleid TS-G, Elastoshield
gal/square
TS-G Fit, Polyfresko G SBS (sand -backed), Poyfresko G SBS FR sand -backed
One or more piles Elastobase (sand/sand or poly/sand), Elastobase P. (sand/sand or poly/sand), Elastaflex V, Elastaflex S6, Elastoflex
Base Ply or Ply
56 Type II, Pol glass HT Base 650
SBS-AA
Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex 56 Type II, Elastoflex S6 G, Elastoflex 56 G FR, Elastoshield TS-G,
Hot Asphalt at 20-40
(SBS, Asphalt -Applied)
Cap Ply
Elastoshleld TS-G FR, Polyfresko G SBS (sand -backed), Poiyfresko G SBS FR sand -backed)
Ibs/square
Note:
Aspholi-appliedshoets or Insulation shall notbe appilled to o - Ira sur/acedmembmnes.
Base Ply or Ply
moreplles Elastobase(sand/paly), Elastobase(poly/poly), Elastoflex V, Elastoflex SG, Elastoflex56 Type 11, Polyglass HT Base
SRS-TA
6One 50or
Torch -Applied
(SBS, Torch -Applied)
Cap Ply
Elastaflex V, Elastofl"VG, Elastoflex VG FR, Elastoflex 56, ElastofluS"pe It, Elastoflex56 G, Elasto8exS6G FR, Elastoshleld TS-G,
Elastoshield TS-GFR,PoI reskoGSB$. o-fllm.backed, PcIjftkoGSBS FR (poly -film backed
{s Base P.1—fi
YOheot mote pies EldstollezSA V Base, Elastoftex.SAV FR Base; Elastoflex SA V Plus, Elastoflex SAY Plus FR
-SBS.
Z Ce`pPl.iElastoflezSA
PjElastaflesSAP FR-Pdreflect— '--
Se dhering,^
1(SBS;Se1f:A�)leripg);
Unless otherwhe noted, permissible membrane substratesforSB5,9A are limited to the SBS-SA Base Ply optionsherehr,
�,�—,�,^=a
Note:
Naintobase o sand orElastobose(al / of 1.
APP-CA1
Cap Ply
PolyflexG FR
PG350 at 1.5-2.0
gal/square
APP-TA
Base Ply or Ply
One or more piles Pal lass APP Base, Polyfl Pal bond
Torch-Applled
APP, Torch -Applied)
Ca PI
Pol ex, Pal ex G, Pol Flex G FR Pal bond, Pal band G, Pol resko G, Pol resko G FR
y
APP
Ca PI
Pol flex SAP Po lex SA P FR, Polyfreska G SA, Pal kool
Sl1
e
:Udlessotherwfs-inated,-per'mlsslblemembranesubstratesfgrAPP-SAa_milmitedto_the SR5fdBosePtyopNonsheie7n,'�
Self -Adhering.
e(APP Self -Adhering)
Note:
tUbase% o %sand/orElastabase n % a'). "----� ���
16. Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect on the system wind load performance.
associated with mating usage.
D PG200 Non Flhered Roof Coating;
➢ PG300 Shared Roof Coatlng;
D PG600 Non-Flhered Aluminum Roof matine;
➢ P6650 Flhered Aluminum Roof Coating,
D PG700 High Quality Elastomedc Roof Contra or KM AcrA 25;
D PG7000S(Quick Set) High Quality Elastomedc Roof Coating or RM Acryl 25-QS(for granule -surfaced APP at SOS only);
D PG800 Asphalt Emulsion Roof Coating;
D Polyplus 60 Premium Non-FiheredAluminum Roof coating;
➢ Polyplus 65 Premium Flhered Aluminum Roof Coating;
D Folybrite 70 Premium Grade Elastomerlc Roof Coating at KM Acryl 15;
D Palyhrite 70QS(Quick set) Premium Grade Bastomeric Roof Coating or Ktd AcM 15-M(for gmnule-surfaced APP or SBS only);
➢ Palyhrite 90 High Solids 510cone Roof[oaUng or Palyhrite 9591icone RoofCoating.
Exterior Research and Design, U.C. d/b/a Tdnityl ERD
Certificate of Authorization n9503 6Te EDITION (2017) FBCNON41VHZEVALUA710N
Prepared by: Robert Nleminen, PE-59165 Polyglaw Modified Bitumen Roof Systems;(570) 384-1230
Refer to current Roofing Materials Directory for fire ratings
Evaluation Report P9290.02.08-1120 for F116S4.R22
Revision 20: 09/12/2017
Appendix 1, Page 3 of 58
QCTRINITY IERD
R130FC,014EW.-I
TA01TACHEDWE SHEEI`Jso 84 Pihfd);,E!QN1PED -
Sir
Base Sheet
Roof Cowr (Note 15)
MOP
Deck (Note I)
Type
Fasten Attach
Base Ply Cap
(Psf)
Min. 19/32-
Elastobase, Elastobase, P
Dekfast Hex(aka, Dekfast PIT-1-1-2-7/8) with Dekfast 814
124nch ac. In 44nch lap and 124nch c.c. in two
SBS-SA
SEIS-SA, APP-SA, SBS-
-52S-
W-136
Inch plywood
(poly -film top)
crTrufast 3' Metal Insulation Plate withTrufast HD
(2), equallyspaced, staggered center news _
TA, APP-TA
Min. 19/32-
Elastabase, Elasbabase P
Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Deli 014
124nch o.c. In 4-Inch lap and 12-Inch o.c. In we
Potyll"SABase
APP-TA
.52.5-
W-137
Inch plywood
(Poly -film top)
orTrufast 3" Metal [mutation Plate wlthTmfast HD
(2), equally spaced, staggered center raws
Min. 19/32-
Elastibrase, Elastobase P
12-inch o.c. In 44nch lap and 12-Inch o.c. In two
SOS -SA
SBS-SA, APP-SA, SBS-
-60.0.
W-138
Inch plywood
(poly-filni
CMG Flat Bottom Plates (square) with R00%Np #22
(2), equallyspaced, staggered center rows
TA, APP-TA
W-139
Min. 19/32-
Elastobase, Elastabase P
OMG Flat Bottom Plates (square) With Roofgrlp 012
12-Inch c.c. In 4-Inch lap and 12-Inch o.c. In two
Polyfleii SA Base
APP-TA
_60.0.
Inch plywood
(poly -film top)
(2), equally spaced, staggered center rews
BLINDED
System
Roof Cinter (Note 151
MDP (psf)
No.
Deck(Notel)
Primer
Joint Treatment Base Ply Ply Cap Ply
M10
SBS-SA
(OPflonaQSBS-SASBS-
SSMA, APP-SA, SBS-
-90.0
W-140
Inch plywood-D
None
None
A, APF-TA ,
-TA, APP-TA
IM015 325
PGTOO
None
W� 995—dor
-P.olifleTs so 0
Q�p
D 1,44
5(Optional)
_SoLa _1
Min. 15/32-
SBS-SA
(Optional) SBS-SA. SBS-
SBS-SA, APP-SA, SBS-
-97.5
W-142
Inch plywood
PG100
None
TA, APP-TA
TA, APP-TA
Min. 15/32.
Plywoodlaints are covered with 4-Inchwide strips of ElastollmSA V Plus, rolled Into
E1aSWfia,( SAV Base or
(OptlonaQSBS-SASBS-
SBS-SA, APP.SA, SSS-
-97.5
W-143
Inch plywood
ptiona
(Ol) PGIOO
place to create continuous bond.
ElasurflinSAWR Base
TA, APP-TA
T& APP-TA
WB-3000
None
SBS-SA
(Optional)
TA, APP-TA A, SBS-
SBS-SAP-TA
-105.0
Inch Dlyvropd
Plywood Joints are cowered with 44nch wide strips of Elastalla SA V Plus, rolled into
Ela=flmSAV Plus or
(opeonal)SEIS-SA,511S.
SBS-SA, APP-SA, SBS-
-135.0
W-145
inch plywood
(Optional) PG100
place to create continuous bond.
El t 11 SAVEJUFR
TA, APP-TA
TA, APP-TA
(Optional) PGIOU
Plywood joints are covered with 44nch wide strips of Elastofl"SAV Plus, rolled IntoP4lyflex
SA Base
(Optional) APP-TA
APP-TA
-135.0
Inch plywood
place to create continuous bond.
Exterlariteriseamb and Design, LLCd/b/aTrinitVIERD Evaluation Report P9290.02.08-R20 for FU6S4-Ft22
Certificate of Authorizatlon 09503 61N EDITION (21317) FBC NON-HVHZ EVALUATION Revision 20:09/12/2017
Prepared by: Robert Nleminen, PE-59166 Polyglass Modified Bitumen Roof Systemin, (570) 384-2230 Appendix 1, Page 21 of 58