HomeMy WebLinkAboutProduct Approval Product Conformance to 6th Edition (2017) Florida Building Code
Rule 61G20-3 F.A.C. I Project No. 418-0102 I 1/8/18 Page 1 of 2
Product Manufacturer ' Product NameModel and/or Description
Maxim Industries, Inc. Dade Curb Mount Skylight Polycarbonate Glazed Aluminum Skylight
• 1630 Terre Colony Court Dade Self Flashing Skylight Polycarbonate Glazed Aluminum Skylight
Dallas,TX 75212
Florida Product Approval No.: FL2418
Code: 6th Edition(2017)Florida Building Code
F1LI co
Compliance Method: oCompUancaMethod:
• Product Approval Rule 61G20-3.007(1)(f)—Self-Affirmation
• Product Approval Rule 61G20-3.005(1)(d)—Product Evaluation Report by a Licensed Professional Engineer
• Product Approval Rule 01G20'3.V1S(4)(d)—Equivalency ufStandards
• Product Approval Rule 61G20-3.005(1)(e)—project specific approval by the local authorities having jurisdiction in
accordance with alternate methods and materials authorized in the Code(Section 104.11)
•
Code Conformance Review: The undersigned has reviewed the above referenced Florida Product Approval and associated
documents and found all drawings,reports,referenced test standards,and testing as noted in the approved documents to be
in compliance with the 6th Edition(2017)Florida Building Code.
It has been concluded that QO revisions or changes to the referenced standards have occurred between the following(where
applicable)that affect the results of design,testing or engineering of the approved product(s).
• Chapter 35 of the 5th Edition(2014)Florida Building Code compared to Chapter 35 of the 6th Edition(2017)Florida
. Building Code
• Chapter 46 of the 5th Edition(2014)Florida Residential Code compared to Chapter 46 of the 6th Edition(2017)Florida
Residential Code
• Test Protocols for HVHZ/5th Edition(2014)Florida Building Code compared to TesProtocols for llVHZ/6th Edition
(2017)Florida Building Code,specifically the following where applicable.
o TAS 20zao'TAS zO2'94and TAS Z03-94
Conformance Review of skylight glazing material Manufacturer(s)and Component Approval per Miami-Dade NOA:
• The currently issued Miami-Dade NOA for component approval to the Florida Building Code for Covestro, LLC
Ma krolon Polycarbonate Sheets was reviewed and found to be in compliance with the 6th Edition(2017)Florida
Building Code.Covestro,LLC Miami-Dade NOAs can be found here.
Therefore,all test standards used in testing and all design standards used in design and engineering of the currently approved
product(s)remain valid for compliance to the 6th Edition(2017)of the Florida Building Code.
Certification Agency Certificate(attached)
• N1009198-R5,Expiration 12/31/21 for Dade Self Flashing Skylight
• N0Oy198.Uz'ms'Expiration 1a/s1/z1for Dade Curb Mount Skylight
Installation Instructions(available from Product Manufacturer
• Drawing No.DSF1507,Dated 7/10/ 5,signed&sealed by T.Berman,P.E.
• Drawing No.oCm115U7,Dated 7/10Y1S'signed&sealed byrBerman,P.s.
PTC Product Design Group, LLC / PO Box 520775 / Longwood, FL 32752-0775
321'690'1780 I FBPE Certification of Authorization No. 25935
.
6th
Product Conformance to Edition (2017) Florida Building Code
Rule 61G20-3 F.A.C. I Project No. 418-0102 I 1/8/18 I Page 2 of 2
lump
Certificate of Independence per Product Approval •••`'�� MES qII*
Rule 61G20-3.009 �� �t•�p••••••q!Ltj Digitally signed
,,,.o: v��ENS--.%G�,,▪ by Robert J
PTC Product Design Group,LLC and Roberti.Amoruso,P.E. N49752 '.a
does not have,nor will acquire,any financial interest in the =
1414A ;it _ A m0ruso
company manufacturing or distributing product(s)covered �- p
by this Product Evaluation Report. 0:• STA E OF :to i • .Date: 201 8.01 .00
04.
PTC Product Design Group,LLC and Robert J.Amoruso,P.E. '''-•c-6,--.......ev--.,` 1 6:55:50 —05'00'
- do not have,nor will acquire any financial interest in any • i�ihoN iisso-�
other entity involved in the approval process or testing of Evaluated by:
the product(s)covered by this Product Evaluation Report. ,RobertJ.Amoruso,P.E.
FL P.E.License No.49752
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IBM ►,..M PTC Product Design Group, LLC I PO Box 520775 I Longwood, FL 32752-0775
r/L 321-690-1788 I FBPE Certification of Authorization No. 25935.
NOTICE OF PRODUCT CERTIFICATION
CERTIFICATION NO: NI009198-R5
DATE: 12/30/2007
CERTIFICATION PROGRAM: Structural
• COMPANY: Maxim
CODE: M-1256-1 •
REVISION DATE: 08/21/2017
To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.com to assure that
the product is active and currently listed.This certification represents product conformity to the applicable
specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied
to the product to claim certification status. Please review and advise NAMI if any corrections are required to this
document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
Maxim Industries,Inc. Series "Dade Self-Flashing"
1630 Terre Colony Court Polycarbonate Glazed Aluminum Skylight
Dallas,Texas 75212
Configuration:0
Glazing:Exterior Dome-0.118"Hyzod Polycarbonate
w/8"rise/Interior Dome-0.118"Hyzod Polycarbonate
w/4"rise
Overall: W-4'6" DLO: W-3'9"
H-8'6" H-7'9"
SPECIFICATION PRODUCT RATING
TAS 201/202/203-94 Design Pressure: +60/-60 psf
Large Missile Impact Rated
Product Tested By: Architectural Testing,Inc.
Report No: ATI-01-43381.01
Expiration Date: December 31,2021
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel:(804)684-5124
Fax: (804)684-5122
•
NOTICE OF PRODUCT CERTIFICATION
CERTIFICATION NO: NI009198.01-R5
= DATE: 12/30/2007
CERTIFICATION PROGRAM: Structural
•
COMPANY: Maxim
CODE: M-1256-1
- ' REVISION DATE: 08/21/2017
To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.com to assure that
the product is active and currently listed.This certification represents product conformity to the applicable
specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied
to the product to claim certification status. Please review and advise NAME if any corrections are required to this
document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
Maxim Industries,Inc. Series"Dade Curbmount"
1630 Terre Colony Court Polycarbonate Glazed Aluminum Skylight
Dallas,Texas 75212
Configuration:0
Glazing:Exterior Dome-0.118"Hyzod Polycarbonate '
w/8"rise/Interior Dome-0.118"Hyzod Polycarbonate
w/4"rise
Overall: W-4'4" DLO: W-4'0"
H-8'4" H-8'0"
SPECIFICATION PRODUCT RATING
TAS 201/202/203-94 Design Pressure: +60/-60 psf
Large Missile Impact Rated
Product Tested By: Architectural Testing,Inc.
Report No: ATI-01-43381.01
Expiration Date: December 31,2021
dz.°Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel:(804)684-5124
Fax: (804)684-5122
X
FLORIDA DQPARTMONT OP -
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84 iBusinessProfessional Regulation . I
. .. .:. .: '.' Publicatio• ns BCStaff B S Site MapD141$fRNEr Y;08fg2,
SCIS Name I Lag In � User Registration Hot Topics I Submit Surcharge i Stats&Facts i Links ( Search
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Product A roval . .
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USER:Public User - • .
Product Approval Menu>product or Application Search>Application List.>Application Detail
1 OFFICE OF THE .. 'FL#. ... - FL2569-R13 . ' '
';.SECRETARY
Application Type Revision • .
. `...Code Version _ .2017
• • • Applicatlon Status Approved
E Ct .2.) ,
• ..:. ••' . .
Comments
Archived . • . . .
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.. ... ,.Product Manufacturer - Soprema,Inc.(Canada) I L
Address/Phone/Email 1640 rue Haggerty i
Drummondville,NON-US 00000
(819)478-2400
memathieu@soprema.ca
i
Authorized Signature Marc-Etienne Mathieu
memathleu@soprema.ca - j
Technical Representative Marc-Etienne Mathieu j'
Address/Phone/Email 1688 Jean-BerchmansMichaud
Drummondville,NON-US 00000 I
(819)478-2400 Ext 3327
memathleu@soprema.ca
-
•
Quality Assurance Representative• Jean-Francois Cote,Ph.D.
Address/Phone/Email 1640 rue Haggerty
Drummondville
(888).811-3145
• jfcote@soprema.ca I:
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Category Roofing
Subcategory Underlayments
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Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed ij
Florida Professional Engineer
0 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert J.M.Nieminen j,
the Evaluation ReportI'
Florida License PE-59166 jl
Quality Assurance Entity UL LLC I
Quality Assurance Contract Expiration Date 07/18/2020ll
Validated By John W.Knezevich,PE
is Validation Checklist-Hardcopy Received
• Certificate of Independence FL2569 R13 COI 2017 01 COI Nieminen.pdf II
Referenced Standard and Year(of Standard) Standard Year II
ASTM D1970 2015 El
ASTM D6163 2008
FM 4474 2011
FRSA/TRI April 2012(04-12) 2012
TAS 110 2000 1
UL1897 2012 I
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II
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Equivalence of Product Standards
Certified.By
•
Sections from the Code
•
Product Approval Method Method 1 Option D
•
Date Submitted 10/09/2017
Date Validated 10/11/2017 •
Date Pending FBC Approval 10/15/2017
Date Approved 12/12/2017
•
Summary of Products
FL# Model,Number or Description
Name
•
2569.1 Soprema Roof Self adhering roof underlayments
Underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL2569 R13 II 2017 10 FINAL ER SOPREMA CA UNDERLAYMENTS FL2569-
Approved for use outside HVHZ:Yes R13.pdf
Impact Resistant:N/A Verified By: Robert Nieminen,P.E.PE-59166
Design Pressure:+N/A/-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 R13 AE 2017 10 FINAL ER SOPREMA CA UNDERLAYMENTS FL2569-
noted herein pertains to underlayment R13.odf
systems used beneath adhesive-set tile Created by Independent Third Party:Yes
systems.Refer to ER Section 5.6.4 for
details.
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an M/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.It you do not want your -mall 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 email addresses are public record.If you do not wish to supply a personal address,
To determine If you are a licensee under Chapter 455,F.S.,please
please provide the Department with an email address which can be made available h to the public. Y
click here.
Product Approval Accepts:
Credit Card
Safe
$ri curitv\thTIUCS
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EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
cPINITY353 CHRISTIAN STREET,UNIT#13
ERD OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT
Soprema,Inc. Evaluation Report 518010.06.09-R11
1640 rue Haggerty FL2569-R13
Drummondville,Québec J2C 5P8 Canada Date of Issuance:06/15/2009
(819)478-2400 Revision 11:10/06/2017
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 6th Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: Soprema Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT:The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION:Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 8.
it
Prepared by:
l�uuccn '
en,.
-GIBE:•(O
'rr.1�-BF.'�.ty
Robert J.M.Nieminen,P.E. 'a•4;!..e ` "Q4 TD The facsimile seal appearing was authorized by Robert
iii,@�"�� L `'4; Nieminen,P.E.an 10/06/2017.This does not serve as an'
Florida Registration No.59166,Florida DCA ANE1983 l�j�„„r„i` electronically signed document.
CERTIFICATION OF INDEPENDENCE: 'll
1. Trinity'ERD 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. Trinity l ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity)ERD nor Robert Nieminen, P.E.are,in any way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
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TRINITY ERb
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment I
Compliance Statement: Roof Underlayments, as produced by Soprema, have demonstrated compliance with the
following sections of the 6th 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. STANDARDS:
Section Property Standard Year
1504.3.1 Wind Resistance FM 4474 2011
1504.11 Wind Uplift UL 1897 2012
1507.1.1,T1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015
1507.3.3 Physical Properties FRSA/TRI April 2012 2012
FRSA/TRI April 2012(04-12) Physical Properties ASTM 06163 2008
TAS 110 Accelerated Weathering TAS 110 2000
3. REFERENCES:
Entity Examination Reference Date
ERD(TST6049) ASTM D1970/TAS 110 2968.05.04-2 05/14/2004 i
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-R1 04/18/2007
ERD(TST6049) TAS 103/TAS 110 57120.11.07-2 11/02/2007
ERD(TST6049) ASTM 01970/TAS 110 513190.02.09-R1 04/01/2010 ,
ERD(TST6049) ASTM D1970/TAS 110 531370.03.10-1-R1 04/07/2010
ERD(TST6049) Physical Properties/Tensile Adhesion 511150.05.10-R1 09/09/2010
ERD(TST6049) Physical Properties/Tensile Adhesion 511150.05.09-R2 10/05/2010
ERD(TST6049) ASTM D1970 S37210.11.11 11/09/2011
ERD(T5T6049) ASTM 01970 S40540.02.134 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) I-IVHZ 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,11C(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 oof
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 01970.
4.3 RESIST()SA SMOOTH PLY 40 is a self-adhering,woven polyethylene surfaced,SOS modified bitumen toof
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, SOS modified
bitumen roof underlayment;meets ASTM D1970.
Exterior Research and Design,1.1.C. Evaluation Report 518010.06.09-R11
Certificate of Authorization#9503 6TH EDITION(2017)FOC NON-HVHZ EVALUATION FL2569-R13
Soprema,Inc. Revision 11:10/06/2017
Page 2 Of 8
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TRINITY ERD
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.
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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 Lastobond 195 is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof
underlayment;meets ASTM D1970.
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4.8 Lastobond Eaves Protection Sheet is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified
bitumen roof underlayment;meets ASTM D1970.
4.9 Lastobond Eco is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof
underlayment;meets ASTM D1970. I
4.10 Lastobond Smooth Seal HT is a self-adhering, glass-mat reinforced, film-surfaced,SBS modified bitumen
roof underlayment;meets ASTM D1970.
4.11 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.
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4.12 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.
4.13 RESISTO LB1244 is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof
r
underlayment,with a 44-inch sheet width;meets ASTM D1970. 1
4.14 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).
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5. LIMITATIONS: I
5.1 This is a building code evaluation. Neither Trinity!ERD nor Robert Nieminen, P.E. are, in any way,tfie
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. Il
5.3 Fire Classification isnot part of this report; refer to current Approved Roofing Materials Directory for fire
ratings of this product. I'
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
I covering. I
5.5 Allowable Roof Covers: II
TABLEI ROOFCOVEROPTIONS IL.. .,
Asphalt
.l, Metal Slat
Underlayment alt Nail-On Foam-On Wood Shakes&
Shingles Tile Tile Shingles e
Lastobond TU HT Yes Yes Yes Yes Yes Yes
• See 5.5.1
Lastobond Shield/Pro HT-N/RESISTO SA '`' + s = s'
Yes S No Y Na No Yes Yes
SMOOTH PLY 40I:
Lastobond Shield HT/Pro HT-S Yes . '.No_r + 'NR Yes Yes Yes'
Lastobond Eaves Protection Sheet/ .").t.11 •1':••.),,-••••;
Yes No- • No No Yes Yes
Lastobond 195 II
Lastobond ECO /RESISTO LB1236,Grip- '
Rite Eave&Valley Protector/RESISTO Yes No No No Yes Yes
'LB1244 .
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Exterior Research and Design,LLC. Evaluation Report 518010.06.09-R11
Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-R13
Soprema,Inc. Revision 11:10/06/2017
Page 3 of 8
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TRINITY ERD
TALE 1 RooF COVIiiOPnoNs
Asphalt Nail-On Foam-On Wood Shakes&
Underlayment Shingles Tile Tile Metal • Shingles Slate
Lastobond Smooth Seal HT Yes N .; .., No Yes Yes
Colphene FR GR Yes YesSee 5.5.1 No- Yes Yes
5.5.1 "Foam-On Tile"is limited to use of following Approved tile adhesives/underlayment combinations.
TABLE IA ALLOWABLE TILEADHESIVE/UNDERLAYMENT COMBINATIONSI
Adhesive Florida Product Approval Underlayments
Dow TileBond' FI.22525 Lastobond TU HT
ICP Adhesives Polyset®AH-160 FL6332 Lastobond TU HT or Colphene FR GR
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-S,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 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: 11
Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond
Pro HT-S,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. I
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 tile 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.
III
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design,LLC. Evaluation Report S18010.06.09-R11
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVH2 EVALUATION FL2569-R13
Soprema,Inc. Revision 11:10/06/2017
Page 4 of 8
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5.6.3 Bond to Mechanically Attached Base Laver:
Lastobond Shield, Lastobond Pro HT-N,RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro
HT-S, 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 application . .
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. 11
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.
#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 4-inch 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.
Exterior Research and Design,LLC. Evaluation Report 518010.06.09-R11
Certificate of Authorization#9503
6 EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-R13
Soprema.Inc. Revision 11:10/06/2017
Page 5 of 8
QTRINITY ERD
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 3A.
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 WD1, 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. I'
Lastobond Shield,Lastobond Pro HT-N,RESISTO SA SMOOTH PLY 40,Lastobond Shield HT or Lastobond
Pro HT-S 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.I'
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 TILE SLIPPAGE)lNIITATIONS FOR DIRECT DECK TILE INSTALLATIONS
•
Underlayment Tile Profile Staging Method Maximum
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 , 411111
Lugged
• •
•
•
•Flat Max.10-tile stack 5:12 !I
Colphene FR GR Lugged Max.10-tile stack 6:12 II
Ii
•
II
Exterior Research and Design,LLC. Evaluation Report 518010.06.09-R11
Certificate of Authorization#9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-R13
Soprema,Inc. Revision 11:10/06/2017
Page 6of8
•
QTRINITY ERD
6. INSTALLATION:
6.1 Soprema 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 Las#obond,TU Hi,Las#oi and Shreld�Lastobontl Pro HT N,I ESISTO SA SMOOT PLY 40,l astoborid Shield
HT,Lastobond Pro HTS,fastobond Eaves ProtecXlopSheetj I•astobond 195, Lastobond.Eco, Lastobond`
Snraot(I Seat NT,RESiSTCt;LB123G,`Grip-Rite Eave&1 alley Protector,RESiSTO LB1:244 or Colpherrte FR GR '
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for 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 The 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 outside the scope of FRSA/TRI April 2012(04-12).
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.
11
Exterior Research and Design,LLC. Evaluation Report 518010.06.09-R11
Certificate of Authorization#9503 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-R13
Soprema,inc. Revision 11:10/06/2017
Page 7 of 8
;I
it
' I
QC
TRINITY ERDII
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 QA requirement's.
The following plants have qualified products under their respective physical properties specifications.
Plant;. ' Specification Productfs)_
Lastobond Shield,RESISTO SA SMOOTH PLY 40,Lastobond Shield HT,
Drummondville, Lastobond Pro HT-N,Lastobond Pro HT-S,Lastobond 195,Lastobond
QC(Canada) ASTM 01970 Eaves Protection Sheet,Lastobond Eco,Lastobond Smooth Seal HT,
RESISTO LB1236,PrimeSource Grip-Rite Eave&Valley Protector,
RESISTO LB1244
ASTM 01970&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 01970&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 LB1236,PrimeSource Grip-Rite
Eave&Valley Protector,RESISTO LB1244
9. QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
ri
'I I
i
rr
rr
Exterior Research and Design,LLC. Evaluation Report S18010.06.09-R11
Certificate of Authorization#9503 6TH EDITION(2017)FBC NON-HVHZ EVAWATION FL2569-R13
Soprema,Inc. Revision 11:10/06/2017
Page 8 of,8
II�i
•
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Mace.DapASThtpM OP j.� ,!L./ A
•
Business & Professional Regulation
• . roBFR IKOJEl. 800..08Ffr•.iMPI!IR 1.45ii•;9Ptrri Ctt9M
SCIS Home I Lag In I User Registration Hot Topics I Submit Surcharge I Stats&Facts Publications I FOC Staff I BCIS Site Map j Links I Search li
d Florida
rProduct Approval
USER:Pct User
Product Approval Meng>Product or Aopllcation Search>Application List>Application Detail
I,OFFICE OF•THE FL# FL2847-R9
••SECRETARY •
Application Type Affirmation
Code Version 2017
Application Status • Approved
Comments
Archived 0
OP
Product Manufacturer Lomanco,Inc 1IL,E
Address/Phone/Email 2101 West Main Street
Jacksonville, C
vi le
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 Ext361
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-EVL
Quality Assurance Entity • Miami-Dade BCCO-QUA
Quality Assurance Contract Expiration Date 09/04/2018
Validated By Miami-Dade BCCO-VAL
Certificate of.Independence
Referenced Standard and Year(of Standard) Standard MERE
Miami-Dade TAS 100(A) 1995
Equivalence of Product Standards
Certified By •
Sections from the Code
OI affirm that there are no changes in the new Florida Building
Code which affect my product(s)and my product(s)are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity OYes ONo ON/A
•
•
Product Approval Method Method 1 Option C
Date Submitted 11/08/2017
Date Validated 11/08/2017
Date Pending FBC Approval
Date Approved 11/12/2017
Summary of Products
FL# Model,Number or Name Description
2847.1 Lo-OmniRidge LOR9-4 Gun Nallable 4'Ridge Vent for 9"Cap Shingles
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL2847 R9 II LOR9-4 13070110.pdf
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 R9 AE LOR9-4 13070110,ndf
• 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.Omni Roll Ridge Vent shall not be installed
on roof mean heights greater than 33 feet.
2847.2 Lo-OmniRoll LOR-30 30'Gun Nallable Shingle Over Ridge Vent
Limits of Use Installation Instructions
Approired for use in HVHZ:Yes FL2847 R9 II LOR-30 13070111.pdf
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 R9 AE LOR-30 13070111.odf
ventilation.2.OmniRidge Vent shall not be installed on roof
mean heights greater than 33 feet.
2847.3 OmniRidge OR-4 4'Shingle Over Ridge Vent
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL2847 R9 II Lomanco OR-4-NOA 16051027.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 for required FL2847 R9 AE Lomanco OR-4-NOA 16051027.Ddf
ventilation.2.OmniRidge Vent shall not be installed on roof
mean heights greater than 33 feet.
MEI i=
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/SEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are pubUc 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
emalts 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 Deportment 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 tem.
Product Approval Accepts:
Credit Card
Safe
secllrit nu: l:1l s
•
•
l ,
+�taiI
FLORIDA OIIPARTh1SNT OF '.f!j[ CY
Business & Professional Regulation •
>.,.. tt,,:: [ill,•,: :
'DaPR;HOE rAeour.OaPa OHFHpixtpipm"COli15 1$F,R
SCIS Home I Log In I User Registration Hot Topics I Submit Surcharge i Stats&Facts . Publications I FBC Staff I SCIS Site Map i Links I Search
d bpr
a
i4'; .. Product Approval
: -USER:Public User li
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1,
LrrYtr lley:`,:n 11
Product Approval Meng>Product or Application Search>Application List>Application Detail
t OFFICE OF THE FL* FL18355-R4 I
SECRETARY Application Type Revision I.
Code Version 2017 1'
Application Status Approved
Comments
Archived 0 11
i
Product Manufacturer TAMKO Building Products,Inc.
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305 1'
kerri_eden@tamko.com l'
Authorized Signature Kern Eden
kerri_eden@tamko.com
Technical Representative Kern Eden
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305 ,
. kerri_eden@tamko.com 1
.
Quality Assurance Representative 1
Address/Phone/Email ,
Category Roofing
Subcategory Asphalt Shingles
1
1
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer 1
0 Evaluation Report-Hardcopy Received .
Florida Engineer or Architect Name who developed Zachary R.Priest
the Evaluation Report
Florida License PE-74021
Quality Assurance Entity UL LLC 1;
Quality Assurance Contract Expiration Date 01/07/2019 1,
Validated By Locke Bowden •
i'
1 Validation Checklist-Hardcopy Received
Certificate of Independence FL18355 R4 COI TBP15001.4 2017 FBC Eval Report Shingles final.pdf
I'.
11
Referenced Standard and Year(of Standard) Standard mem Ye �1
ASTM D 3161 2016 11
ASTM D 3462 2010
ASTMD D 7158 2011 11
TAS 100 1995
1
Equivalence of Product Standards
Certified By Approved Testing Lab
FL18355 R4 Emily UL letter for standards for FBC 2017.130'
j
Sections from the Code
1'
•
1
1
li
Product Approval Method Method 1 Option D
Date Submitted 09/25/2017
Date Validated 09/27/2017
Date Pending FBC Approval 10/08/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
18355.1 Glass-Seal,Elite Glass-Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles
Heritage,Heritage Premium,
Heritage Woodgate,Heritage
Vintage,Hip and Ridge,and Vintage
Hip and Ridge Shingles
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL18355 R4 II TBP15001.4 2017 FBC Eyal Report Shingles
Approved for use outside HVHZ:Yes final.odf
Impact Resistant:N/A Verified By: Zachary R.Priest PE-74021
• Design Pressure:N/A Created by Independent Third Party:Yes
Other:See evaluation report for limits of use. Evaluation Reports
F1.18355 R4 AE TBP15001.4 2017 FSC I;val Report
Shingles final.pdf
Created by Independent Third Party:Yes
IBackl Next
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone;850-487-1824
The State of Florida is an AA/EEO employer.Coovrloht 2007-2013 State of Florida,::privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic
mail 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 email addresses ore 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.5.,please
click ere
Product Approve)Accept
MEI EWA
Credit Card
Safe
5ri:urit` Ll—.I'itics
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C R E E F( Certificate of Authorization No.29824
17520 Edinburgh Dr
Tampa,FL 33647
TECHNICAL SERVICES, LLG (813)480 3421
EVALUATION REPORT FLORIDA BUILDING CODE,6Th EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September25,2017 '
220 West 4v'Street
Joplin,MO 64801 •
(417)624-6644
Manufacturing Plants: Joplin,MO
Phillipsburg,KS ,
Frederick,MD
Dallas,TX
Tuscaloosa,AL
I
Quality Assurance: UL LLC(QUA9625)
SCOPE
•
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1
Properties: Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES
Entity Report No. Standard Year
PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-051-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-054-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-11402-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-117-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100 1995 '
PRI Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1995
PRI Construction Materials Technologies(T515878) TAP-314-02-01 Rev 2 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1
PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 1995
UL LLC(TST9628) 02NK9507 ASTM D 3161 2016
UL LLC(TST9628) 04NK24366 ASTM D 3462 2010A
UL LLC(TST9628) . 05NK28006 ASTM D 6381 2008(2013)e1
UL 2390
ASTM D 7158 2011
UL LLC(TST9628) 06NK03898 ASTM D 3161 2016 ,
ASTM D 3462 2010A
UL LLC(TST9628) 08CA59132 ASTM D 3161 2016 '
UL LLC(TST9628) 09NK07896 ASTM D 3161 2016
ASTM D 3462 ' 2010A
UL LLC(TST9628) 10CA50498 ASTM D 3462 2010A
UL LLC(TST9628) 10CA64882 ASTM D 3161 2016 '
UL LLC(TST9628) 11NK14014 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 12CA24551 ASTM D 3161 2016
UL LLC(TST9628) 4786110543 ASTM 0 6381 2008(2013)e1
UL LLC(TST9628) 4787043752 ASTM D 3161 2016
UL LLC(TST9628) 4787148748 ASTM D 7158 2011
ASTM D 3161 2016
ASTM D 3462 2010A
CREEK Technical Services LLC(ANE11669) TBP15001.3 Calculations 2017
TBP15001.4 FL18355-R4 Page 1 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation,recommended use,or other product attributes that are not
specifically addressed herein.
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
PRODUCT DESCRIPTION
Elite Glass-Seal® 12-1/4°x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass-Seal 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass-Seal 12-1/4"x 36",ASTM D 7158, Class H self-sealing,3-tab asphalt shingle with fiberglass
(Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying
with ASTM D 3462. Shingles shall be used in the non-HVHZ only. !'
Heritage® 13-1/4° x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Joplin,Phillipsburg& complying with ASTM D 3462.
Tuscaloosa)
Heritage®Premium 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Phillipsburg& complying with ASTM D 3462.
Tuscaloosa) I'
Heritage®Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage®Vintage® 17-1/2"x 40",ASTM D 3161, Class F and ASTM D 7158,Class H fiberglass reinforced,
(Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462..
Heritage®Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
Heritage®Woodgate 12" x 36-3/8°, ASTM D 3161, Class F fiberglass reinforced, laminated architectural III
(Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles
shall be used in the non-HVHZ only.
Hip and Ridge Shingles 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt
(Frederick&Joplin) shingle surfaced with mineral granules complying with ASTM D 3462.
Vintage®Hip and Ridge 12"x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
(Phillipsburg) surfaced with mineral granules complying with ASTM D 3462.
TBP15001.4 FL18355-R4 Page 2 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
it
GREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
INSTALLATION
Elite Glass-Seal® Basic Wind Speed(VW: Max.194 mph
(Frederick,Joplin& Basic Wind Speed(Vasil): Max.150 mph
Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 19/32 in. plywood or wood plank for
Glass-Seal new construction; Min. 15/32 in. plywood existing
(Frederick,Joplin(Non- construction.
HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ): Installed with 5-1/8 inch exposure in accordance with RAS
115 and manufacturers published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-1/8-inch exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAILS
r 8-7/$"
Area _....•___.__.___..._._._ __._-_______.______....�' FJ-1/8"
Butt Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern(Non-HVHZ only) I .
NAILS
Nailing -� _ - , ,± - fr7/8"
Areas •- - -
5-1/8"
� T
Butt Edge
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 3 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
• it
i
I
TAMKO BUILDING DING PRODUCTSAsphalt Shingles . ,I
TECHNICAL SERVICES,LLC
Heritage® Basic Wind Speed(Vie): Max.194 mph
(Dallas,Frederick,Joplin, Basic Wind Speed(V.d): Max.150 mph
Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 19/32 in. plywood or wood plank for
Heritage®Premium new construction; Min. 15/32 in. plywood existing
(Dallas,Frederick construction.
Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 15/32 in. plywood or wood plank for
Heritage®Woodgate new construction;Min.7/16 in.OSB existing construction.
(Dallas&Frederick) Underlayment:. In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ): Installed with 5-5/8 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-5/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation I
instructions. Shingles shall be attached using either"4 Nail
• Pattern"or"6 Nail Pattern"detailed below.
FASTENERS NAIL ZON E
./COMMON
JF BOND
11 I . , \
6-1/8" \----7 \ . EXPOSURE 5-5/8" .
1 -PIh-- 12-1/2"-►} 12-318" --+- 12-112H 14-1" 1
Figure 3. Heritage®,Heritage®Premium,and Heritage®Woodgate(Dallas) 1
4 Nail Pattern(non-HVHZ only)
FASTENERS NAIL ZONE
/COMMON
r BOND
•
6-1/8" EXPOSURE 5-5/8" ',i
4._ ---\ \ I \ I
1'!i.+1 14-7-1/2414-7-1/2"- 4- 7-3/8"4014-7-1/2"-014 T 1/2"44 14-1" I
Figure 4. Heritage®&Heritage®Premium
6 Nail Pattern
!
TBP15001.4 FL18355-R4 Page 4 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not I!
specifically addressed herein. II
It
II
II
j
I
PRODUCTS
CREEK TAMKO BUILDINGAsphalt Shingles
TECHNICAL SERVICES,LLC
NAIL ZONE/
ASTENERS . ' COMMON BOND
aleMVE • T
B-1/8" EXPOSURE 55/8"
ii
1.41 1444/244-7-1/214.1•4418+74/2+74/22011--1"
Figure 5. Heritage®Woodgate
6 Nail Pattern
-0-11"11"14 12-1/2 i 4-121/2 1111'�4
� i
I i i i
i
1 j El Common Bond
i FASTENERS
i j
I
� r}is.?:i•.:..•: L4.,•:::?.:.:.v:.•?rr._.•✓ ��:{ •�..•::.:.,ji'•1. .:�:ie:�::r'•:�;EiisS+�}2 i:3 u-
4 m
to N
I � Eo
_y
39-318" I
Figure 6. Heritage®,Heritage®Premium,&Heritage®Woodgate ,',
Alternate 6 Nail Pattern
PAINT
• LINE,
7-718" 4` -NAIL ZONE
T
6-1/8 EDGE OF
.v\ BOND 4N
1
EXPOSURE
5-5/8"
ACCEPTABLE.
FASTENER LOCATION
DO NOT FASTEN
ALONGEDGE OF
COMMON BOND
PREFERRED
FASTENER '1
LOCATION
i
Figure 7. Heritage®(Tuscaloosa)
Expanded Nail Zone
Nail patterns from Figures 3,4,and 6 maybe placed in the nail zone as described above .
TBP15001.4 FL18355-R4 Page 5 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein. '
;
I '
it
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage®Premium Basic Wind Speed(Vit): Max.194 mph
(Frederick) Basic Wind Speed(Vasa): Max.150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturers application instructions when installing
shingles at slopes greater than 21:12. .
Installation(HVHZ): Installed with 5 in. exposure in accordance with RAS 115 j
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONE/
• FASTENERS ,/COMMON BOND
t
51/2" EXPOSURE 5"
II-- 11"—> — 12" -.4i 11"- . 1-1"
Figure 8. Heritage®Premium(Frederick) ••
4 Nail Pattern(non-HVHZ only)
NAIL ZONE/
FASTENERS /COMMON BOND
t
51/211 EXPOSURE 5"
4_g1/21.!_+. I4___9"-014-341--91/22-0114-1"
Figure 9. Heritage®Premium(Frederick)
• 6 Nail Pattern
TBP15001.4 FL.18355-R4 Page 6 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
•
iI
•
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage®Woodgate Basic Wind Speed(V"it): Max. 194 mph II
(Frederick) Basic Wind Speed(Vasa): Max.150 mph ,I,
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12. !,
Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail '
Pattern"or"6 Nail Pattern"detailed below.
11I
NAIL ZONE!
FASTENERS COMMON BOND
5-1/2" EXPOSURE 5" l
1 1-t.
11" -41---12-318"--1+- 1? --"i 10111"
Figure 10. Heritage®Woodgate(Frederick)
4 Nail Pattern(non-HVHZ only)
NAIL ZONE/
FASTENERS COMMON BOND
iiii-TThi
t T
5.1/2" EXPOSURE 5"
1s
1"-41 �1- 9-1/2"-144141P141-9-3/r--1014-34-9-112"
Figure 11. Heritage®Woodgate(Frederick)
6 Nail Pattern
•
•
TBP15001.4 FL18355-R4 Page 7 aril
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
I
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles I
TECHNICAL SERVICES,LLC •
1
Heritage®Vintage® Basic Wind Speed(Vmt): Max.194 mph
(Phillipsburg) Basic Wind Speed(Vasa): Max.150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for '
new construction;Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ): Installed with 5 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC ,j
requirements and manufacturer's published installation 1
instructions. Shingles shall be attached using either"5 Nail
Pattern"or"6 Nail Pattern"detailed below.
N
y �9at.,t z I a
"�� Notch
16' Is 0110011 rm�i
ore i
7-1/24
r .,
. .a t
arm
f
I.
vta 9.• .v v un—.}�—¢�a 11
14---to-la 1+— 10•WQ--�
I
--
Figure 12. Heritage®Vintage®
11
5 Nail Pattern(non-HVHZ only)
Il
Exposure i
ft or
1
e• Pantos is , I
1
— — — 17-1/Y 1
1LI .
acct 7-tar 0.14 Mir 7.3.41---6L-744--40--7-3ff
�� 1
",I`;-..-.I Id ,6' 'I
Figure 13. Heritage®Vintage®
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 8 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
Hip&Ridge Basic Wind Speed(VW: Max. 194 mph
(Frederick&Joplin) Basic Wind Speed(Vasd): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Underlayment In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements.
Installation: Installed with 5-1/8 inch exposure in accordance with the
FBC and manufacturer's published installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
•
Direction of prevailing wind4-
Start 5-1/8" exposure
here _�__
IL_ IIRM,
'‘za;em .4-01 ,•
7-4
��r.,i�• Start
Figure 1 here 5-1/8"exposure fi
11 1.1 Mer 1"
Fastener Fastener
��5-5/8"
Figure 2
1/4" Figure 3 'I
Figure 14. Hip&Ridge(Frederick&Joplin) it
TBP15001.4 FL18355-R4 Page 9 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
I �
Ii I i
Ii
I I '
,
,
I CREEK
TECHNICAL SERVICES,LLC
TAMKO BUILDING PRODUCTS
Asphalt Shiagles
Vintage®Hip&Ridge Basic Wind Speed(Vi): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vasd): Max. 150 mph !
Deck(HVHZ): In accordance with FBC requirements; ' •
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements; !
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements.
Installation: Installed with 5 inch exposure in accordance with the FBC
and manufacturer's published installation instructions. The
direction of the exposed end shall be away from the
prevailing wind.
• Direction of prevailing wind
.4-
Start 5"exposure
here-- 0-1
Ivo
imsmomissmii 0.400%
, .11111111A11 00.4.4.0).410.3),/
..' wilsk, ligalllm •0'-'-'4'4108•40w40
. -re,...:::rr:willo•_/,,,c4r,...".40
. 1
• lilLIIIIIIIMI
/ inl wam„, It. . 44-10iir.44,40.,,:w
..w.4.0.KI startE.:"0:1
-. .,,,---
here 5" exposure
Figure 1 '
v. 11111
\....1.8,...\ ..........:::*\\J„,_. \\ •
, .,.1 Fastener
Fastener
,•• Ilk r'L5-1/2"
Figure 2 1/4" Figure 3
Figure 15. Vintage®Hip&Ridge(Phillipsburg)
!
, .
r,
i
i .
TBP15001.4 FL18355-R4 Page 10 of 11
This evaluation report Is provided far State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
. 1
CREEK
II
TECHNICAL SERVICES,LLC TAMKO BUILDING PRODUCTS
Asphalt Shingles
• 1
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements.
3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ.
4) Classification to ASTM D 7158 applies to exposure B&C with a building mean roof height of 60-ft or less.
5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck.
7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail.
8) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R: Priest, P.E. have demonstrated compliance with the Florida Building
Code,6th Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
iiii,
p)",,e
s.,es)...•;..E N.ii:e•...`tS'4:'• 2017.09.25
;.:1-.• \-‘ .
. .
No 74021
...
_▪ .
. *
...:13• -• STATE OF
. 1.0.• :4/i.'" .
PS. . Zachary R. Priest, P.E.
'
•0,S< I'' ...0 R%°.-• , Florida Registration No.74021
'4, / .....eN,4 Qi sY
, °NM- .00 Organization No_ANE11669
viii/Hitlit• ,
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services,LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest,P.E.does not have,nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product
END OF REPORT
TBP15001.4 FL18355-R4 Page 11 of 11
This evaluation report is provided for State of Florida product approval under Rule 61020-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.