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Product Approval Menu>Product or Application Search>Aoplicatibn List>Application Detail
FL#1 FL18355-R2
4 Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
I
Product Manufacturer TAMKO Building Products, Inc.
Address/Phone/Email PO Box 1404
Joplin, MO 64802
(417) 624-6644 Ext 2305
kerri—eden@tamko.com
Authorized Signature Kerri Eden
kerri_eden@tamko.com
I
I
Technical Representative
Addhess/Phone/Email
Quality Assurance Representative
Addlress/Phone/Ema i I
Category Roofing
Sub Icategory Asphalt Shingles
I
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
CJ 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
I
Quality Assurance Contract Expiration Date 01/07/2019
Validated By Locke Bowden
Validation Checklist- Hardcopy Received
Certificate of Independence FL18355 R2 COI TBP15001.2 FBC 2014 Product Evaluation Report
Shinales.Ddf
Referenced Standard and Year(of Standard) Standard Year
ASTM D 3161 2009
ASTM D 3462 2009
ASTMD D 7158 2008
TAS 100 1995
I
Egtlrivalence of Product Standards
Certified By
Sections from the Code
Prodi uct Approval Method Method 1 Option D
Date Submitted 12/16/2015
Dated Validated 12/18/2015
Date Pending FBC Approval 12/19/2015
Date Approved 02/10/2016
Date Revised 05/09/2017
Su.,mary of Products
FL# Model,Number or Naifte Description
18355.1 Glass-Seal, Elite GlassSeal, ASTM D 3462 asphalt shingles and hip and ridge shingles
Heritage, Heritage Prertiium,
Heritage Woodgate, Heritage
Vintage, Hip and Mdde) and Vintage
Hip and Ridge Shingles,
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL18355 R2 II TBP15001.2 FBC 2014 Product Evaluation
Approved for use outside HVHZ:Yes Report Shingles.Ddf
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
FL18355 R2 AE TBP15001.2 FBC 2014 Product Evaluation
Report Shinoles.Ddf
Created by Independent Third Party: Yes
BacBc IJ..
Contact Us:: 2601 Blifir Stone Road,Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer.Copyright 206-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Statement
Under Florida law,email addresses are public records.If you do flot want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a
pe onal address,please provide the Department with an email 6ddress which can be made available to the public.To determine if you are a licensee under Chapter
455,F.S.,please click here.
Product Approval Accepts:
91 ® eG�,,�Y
Safe d . .:
I
vm�`R EmEw E K
Certificate of Authorization No.29824.
I 17520 Edinburgh Dr
Tampa,FL33647
`fiECHNICAL.SERVICES, LLC (813)480-3421
EVALUATIOIN,REPORT FLORIDA BUILDING CODE 5T"EDITION(2014)
Manufacturers. TAMKO BUILDING PRODUCTS Issued December 14,2015
220 West 4`"Street
Joplin,M064801:
(417)624-6644
Manufacturing Plants: Joplin, MO
'Phillipsburg,KS
Frederick,'M D
Dallas,TX
Tuscaloosa,AL
Quality Assurance' UL LLC(QUA9625)
I
SCOPE
Category: Roofing
Subcategory' Asphalt Shingles
Code Sections: 1507.2.5, 1507.2.7.1, 15216.5.1
Properties: Physical properties,.Wind Aesistance,Wind Driven Rain
REFERENCES
Entity 4ort"No. Standard Year
PRI Construction Materials Technologies(TST5878) TAP=043-02-01 TAS 100 1995
PRI Constructi6,n Materials Technologies(TST5878) TAP-051-0.2-01 TAS 100 1995
PRIConstruction"Materials Technologies(TST5878) TAP-054-02-01 'TAS 1.00 1995
PRI Construction Materials Technologies(TST5878) TAP-1.14-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP -117-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAI'-130-02-01 TAS 100• 1995
PRI Construction Materials Technologies(TST58.78) TAIP-131-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) T' -165=02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAO-280-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAp-303-02701 TAS 100 199.5
PRI Construction Materials Technologies(TST5878) TAP=307-02-01 TAS 100 1995
PRI'Construction Materials Technologies(TST5878) TAP-314-02-01.Rev 2 TAS 100 1995
PRI'Construction Materials Technologies(TST5878) TA =315=02-01 ASTM D 638.1 2008(2013)e1
PR[Construction Materials Technologies(TST5878) TAO=317-02-01 TAS'100 1995
UL LLC(TST9628) 02NK9507 ASTM D'3161 2009
UL LLC(TST9628) 04(VK24366 ASTM D 3462 2009
UL LLG(TSf 628) 05NK28006 ASTM D 6381 2008(2013)e1
UL 2390
j ASTM D 71.58 20084
UL.LLC.(TST9628). 06191<03898 ASTM;,D 3161 2009
ASTM D 3462 2009
UL LLC(TST9628) 08CA59132 ASTM .D 31`6"1 2009
UL LLC(TST9628) 09NK07896 ASTV D 3161 2069
ASTM D-3462 2009
UL LLC(TST9628) 106A50498 ASTM D 3462 2009
UL LLC(TST9628) 106A64882 ASTM D 3161 2009
UL LLC(TST9628) 11NK14014 ASTM'D 3161 2009
.ASTM D-3462 2009
UL LLC:(TST9628) 126A24551 ASTM D 3161 2009
,UL LLC(TST4628). 4786110543 ASTM D 6381 2008(2013)e1
ULLLC(TST9.28) 4707043752 ASTM D`3161 2009
UL LLC(TST9628) 4787148748 ASTM D 7158 20084
ASTM D 3161 2009
ASTM D 3462 2009
TBP15001.2' FL48355-R2 Page'1 of 11
This evaluation report is provided.for State of Florida product approval under Rule 61G20-3. The manufacturer s..hall notify CREEK.
Technical Services,.LLC of ah.Wproduct changes or quality assurance changes throughout.the duration for which this report is valid.
This evaluation report does not express not imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
TAMKO:BUILDING PRODUCTS
iE' 1� .
C Asphalt Shingles
TECHINICAL SERVICES,.LLC
PRODUCT DESCRIPTION
Elite Glass-Seal® 12=1/4"x 36",-ASTM D 3'M61, 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, 34ab
(Frederick& asphalt shingle with fibeiglass mat boatedan both sides with,asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass-Seal. 12-114"x-36", ASTM D.7')58; Class H self=sealing, 3-tab asphalt shingle with:fiberglass
(Jopiin) mat coated,on both sides'with asphalt and surfaced with ceramic granules complying
With ASTM D 3462. Shi4dles 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,Fred rick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Joplin,Phillipsburg&: complying with ASTM D 3462:
Tuscaloosa)
Heritage®Pre mium 13-1/4" x 39-3/8", ASTM. D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas,Frederick; reinforced, laminated a.rdhitectural asphalt shingle surfaced with mineral granules
Phillipsburg,& complying with ASTM D 3462.
Tuscaloosa)`
Heritage@ Premium 12" x 36", ASTM D 3.161,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` 1161, Class F fiberglass reinforced, laminated architectural
(Frederick) asphalt shingle surfaced AM mineral granules complying with.ASTM D.3462. Shingles.
shall be used in the non-HVHZ only.
Hip and Ridge Shingles 12-1 W' x 12", ASTM D 3:161,: 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 gran tiles complying with ASTM D 3462.
i
T131315001.2' FL18355-R2 Page 2 of 11
This evaluation report is provided for State of Florida product.dpproval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical SerJices,LLC of any produet 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.
TAMKO BUILDING PRODUCTS
Asphait Shingles
TECHNICAL SERVICES,,I-.L.0
INSTALLATION
Elite Glass-Seal.V Basic Wind.Speed (Vut): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed(Vasa): Max. 150 mph
Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 19/32 in.. plywood or 1wood plank for
Glass-Seal. new construction; Min. 15/32 in. plywood existing
(Frederick,;Joplin (Non construction:,
HVHZ)&Tuscaloosa) Deck(Non-HVHZ): ln.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 FBG requirements. Refer to
the manufacturer's application,instructions when installing
shingles at slopes greater than.21:12.
Installation(HVHZ)i Installed with 5-1/8 inch 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 5-1/8-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
Nailing .._ .. } ...... G-7/8"
5-118"
� Eutt F�#ge
Figure 1. Elite 61ass-Seal&Glass-Seal
4.Nail Patterrta(Non-HVHZ.only)
NAILS
i
Nailing :. ..... - _.. _...... ....._ - 6-718,
kin
15-11811
Bun Edge
Figure'2. Elite Glass=Seal&Glass-Seal
6 Nail'Pattern
TBP15001.2 FL48355-R2 Page 3of 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 change -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
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECH''NlCAL Si=FVtCt=s,.LLC
Heritage.® Basic Wind Speed:(vw): 'Max. 194 mph
(Dallas, Frederick,Joplin, Basic Wind Speed:(Vasd): ,Max. '150 mph
Phillipsburg,&Tuscaloosa) Deck(HVHZ). In accordance with FBC requirements;
$� Solidly sheathed min. 19/32 in. plywood or wood:plank for
HeritageV 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.. 1,5/32 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
I 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 :&Z/8'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.
FASTENERS NAIL ZONE
GOMMON
BOND
6-1f8" EXPOSURE 6-5/8"
I11
12-112"-► - 12-31811 -1►�+-- 12-1I2"--�►� h-1„
Figure 3. Heritage@, Heritage.®Premium,and Heritage@ Woodgate(Dallas)
4 Nail Pattern(non-HVHZ only)
FASTENE13S NAIL ZONE
COMMON
BUND
6-118"
E
SURE -818"
1" �-7-1/2"-►f 4-r-112"-►�I-7-318"�4-�-i f2"-�-?1/2"-� �+rt-�'1"
Figure 4. Heritageb&Heritage®Premium
6 Nall Pattern
TBP15001.2 FL 8355-R2 Page 4.of 11
This eyaluatiop report is provided for State of Florida..product approyal under Rule 6.1 G20-3. The manufacturer shall.notify CREEK
Technical;Services,:LLC of any product changes or quality assbrance changes throughout thedurationfor 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
TAMKO'BUILDING PRODUCTS
E Asphalt'Shingles
TECNtvICAL SERVICES,.LLC
NAIL ZDNE1
ASTENEAS
CC)NllUIf7F1:BOND
51/8" �E�IPOSURE5518"
W.
1 71 2'=�► 1-7 y f2,:!!�1►�1 4/8'� A./I+1�47�i l2�
Figure 5.. H4titage.®Woodgate
6 Will Pattern
12-112"
Common,8ond
FASTENERS ;
�
0,
3 .-
U7 X.
LL _j
�.
39-31�"
Figure 6'. Heritage®, Heritage4`Premium, $Heritage®.Woodgate
Alternate 6 Nail Pattern
PAINT`
LIME
EDGE t6F:.
"'COMMAL
EXPOSURE
b=af8"
ACCEP'T�BLE_.
FASTENER t4CATIQN'
DO N&FASTEN
AL4NGrE6GE:Ov
- - 'C'OMM ON-BOND".
PREFERED
FASTEN ,R':
LO.CATIC N
Figure.7. Heritage®(Tuscaloosa).
Expand6d.Nail Zone
:Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above
I
TBP-15001:2 FL48355-R2 Page 5 of 11
This•evaluationreport 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.
TAMKO BUILDING PRODUCTS,
CRIE' Asphalt-Shingles
TEC14.NICAL SERVICES,.LLC
i
Heritage®Premium Basic Wind Speed(V„it): Max. 194 mph
(Frederick) Basic Wind Speed(Vao): 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;
So'l'idly sheathed min. 15/3.2 in. plywood or wood plank for
new construction; Min.7116 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.21:1'2..
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
;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
5t/211 EXPOSURE 5"
111 12" ►�1-11"--� �-1"
Figure 8. Heritageb Premium(Frederick)
4 Nail Pattern(non-HVHZ only)
NAIL ZONE/
FASTENERS COMMON BOND
i = V
T531/2" EXPQ RE.5°
Figure.9. Heritageb Premium (Frederick)
6 Nail Pattern
TBP15001.2 FI-48355-R2 Page 6 of 11
This evaluation report is provided for State of Florida product dpproval under Rule 61 G20-3: The:.manufacturer shall notify CREEK
Technical Services,LLCof any-product changes or"quality asstUrance.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.
TAMKO BUILDING PRODUCTS
SCREEK
Asphalt Shingles
TEC.HMCAL SEnVICES, LLC
Heritage®Woodgate Basic Wind Speed:(V6q): Max. 1'94 mph
(Frederick) j Basic Wind Speed(Vasa): Max. 150 mph
Deck(Non-HVH4 In accordance with FBC requirements;
Solidly sheathed min. 15[32 in. plywood or Vood:plank for
new construction;Min.7/1.6'in,OSB existing construction.
Underlayrnent: In accordance with FBC requirements.
Min:slope: 2:12 and in accordance with FBC.requirements: Refer to
- the manufacturer's application instruction.s 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.
NAIL ZONE1
FASTENEi S
WT
COMMON BOND.
I
-7f2" EXPOSUREVI
11" —►� —1"
Figure 10. Heritag®O Woodgate(Frederick)
4 Nail Patterrt..(non-HVHZ only)
NAIL ZONE/
-FASTENERS .COMMON BOND
t -.
5 1 EXPOSURE 5"
1"—►� � 9-112"�3'4►�+1�9-318"�+�4�3'�►�F_9-1/2„� �7�
Figure 11, Heritage*Woodgate(Frederick)
i
6 Nail Pattern
I
TBP15001.2 FL18355-R2 Page 7 of 11
This evaluation,report is,provided°for State of Florida product 2pproval 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
TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
TECHNICAL SER,VICE5,LLC
HeritageV Vintage® Basic Wind Speed(Vuu): Max. 194 mph
(Phillipsburg)
Basic Wind Speed(Va,a): 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. 'Referao
,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 manufacturers 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"5 Nail
Pattern"or"6'Nail Pattern"detailed below.
4d'
`+ u�rant Exposure
nna ss � �tJo�h
6, Fasrenes t�l
17-111''
5"
Exposure
14
-U •1 `
Figure 12. H4ritage®Vintage®
5 Nail.Patten.(non-HVHZ only)
4W': 6R106tlR
6' Fanemb NO
ZZ
— — — — Zane
! 17=112`
3'
�A
s� 7 xllir—►�s--7118 t
Figure 13. H ritage®Vintage
i
6 Na@I Pattern
TBP15001.2FL48355-R2 Page 8 of 1.1
This evaluation report is provided for State of Florida product Approval under Rule 61 G20-3: The.:m.anufacturer shall notify CREEK.
Technical:SeNice%.LLC of any product changes or quality assbrance changes throughout the duration for which this report is valid:
This evaluation report does not express nor imply warranty,.inttallation, recommended use, or other product.attributes that are not
specifically addressed herein.
CREEK
TAMKO`BUILDING PRODUCTS.
Asphalt Shingles.
TECHNICAL SERYICES,.'LLC
Hip&Ridge Basic Wind Speed,(Vut): Max. 194 mph
(Frederick&Joplin) Basic Wind Speed(Vwd): 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 FBG requirements;
Solidly sheathed min. 15/32 in. plywood.or wood plank for,
new construction; Min.7/1'6 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.
i
Direotlo�n of prevailing wind
Start 5-1/8" exposure
here-
111
!he<reV
Figure 1 5-1l8" exposure
Fastener Fastener
Figure 2 �.�!4" Figure 3
1
Figure 14. Hip&Ridge (Frederick&Joplin)
I
I
i
TBP15001.2 FL18355-R2 Page 9 of I I
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 assn a 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.
r P
TAMI(GMILDING PRODUCTS
CREEKAsphalt:Shingles.
TECH, LAICAL SERVICES, LLC
Vintage®Hip;&Ridge Basic Wind Speed.(VAl): 'Max. 194 mph
(Phillipsburg) Basic Wind'Speed(V.d): 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. ply.wood 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 manufacturers published installation instructions:: The
direction of the exposed endshall be away from the
prevailing wind.
Direction of prevaiiin4 wind
Start 5" exposure
ere-
'l it
Start
here 5" exposure
Figure 1
1 97
.Fastener �,�I Fastener
�5-1/2"
Figure 2 1/411, Figure 3
Figure 15. Vintage®Hip&Ridge (Phillipsburg)
TBP15001.2FL48355-R2 Page 10 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, initallation, recommended use, or other product attributes that are not
specifically addressed herein.
i
i
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles.
TECHNICAL SERVICES, LLC
LIMITATIONS
1) Fire Classification is not within the scope of thig 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 fh accordance with FBC requirements.
3) The mean roof height shall be restricted to a irlHximum 33 ft in the HVHZ.
4) Classification to ASTM D 7158 applies to.exposure,B&-C with a building mean roof height of`33-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 disErepancies exist between these sources, the more restrictive
and code compliant detail shall prevail.
8) All products listed in this report shall be mahActured under a quality assurance progra..m in compliance with
Rule 1 1 G20-3,
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest P.E. have demonstrated compliance with the Florida Building
Code 5'h.Editibn(2014)as evidenced in the referenced documents submitted by the named manufacturer.
%*C,"\PR, 2 015.12.14
No 74021 �. = 1 .3:44:19
05'00'
-10
: =
13:• STATE OF 44l
�T�.�� O R ,O.P.•.\��;� Zachary R. Priest, P.E.
Florid.a;Registration No.74021
S�QNq� Organization No.ANE9641
CERTIFICATION'"OF INDEPENDENCE
CREEK Techni lal 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.'P'riest'
.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
TBP15001.2 FL48355-R2 Page 11 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.riot express nor'imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed.herein.
I
{
E
BCIS Home Log In j User Registration ( Hot Topics Subihlt Surcharge Stats&Facts Publications'1; FBC Staff BCIS Site Map Links Search f
'Product Approval
USER: Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL1654-R20
Application Type Revision
Codel Version 2014
Applii cation Status Approved
Comments
I
Archived
I
Product Manufacturer POLYGLASS USA
Address/Phone/Email 150 Lyon Drive
Fernley, NV 89408
(570) 384-1230 Ext 242
jakins@polyglass.com
Authorized Signature James Akins
jakins@polyglass.com
Technical Representative Steve Wadding
Address/Phone/Email 150 Lyon Drive
Fernley, NV 98408
(602) 363-7139
stevew@polyglass.com
I
Quality Assurance Representative James Akins
Address/Phone/Email 555 Oakridge Road
Humboldt Industrial Pkwy
Hazleton, PA 18201
(800) 894-4563
jakins@polyglass.com
Category Roofing
Subcategory Modified Bitumen Roof System
Cc pliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
L-1 Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE-59166
i
Quality Assurance Entity UL LLC
Quiality Assurance Contract Expiration Date 10/06/2018
Validated By John W. Knezevich, PE
L Validation Checklist- Hardcopy Received
Certificate of Independence FL1654 R20 COI 2017 01 COI Nieminen.pdf
ReIferenced Standard and Year(of Standard) Standard Year
ASTM D6162 2000
ASTM D6163 2000
ASTM D6164 2005
ASTM D6222 2008
ASTM D6509 2009
FM 4470 1992
I
FM 4474 2004
UL 1897 2008
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 02/15/2017
Date Validated 02/16/2017
Date Pending FBC Approval 02/18/2017
Date Approved 04/04/2017
Date Revised 06/01/2017
summary of Products
I i
FL# Model,Number or Name Description
1654.1 Polyglass SBS and APP Modified SBS and APP modified bitumen roof systems
Bitumen Roof Systems
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL1654 R20 II 2017 02 FINAL Al ER POLYGLASS MODBIT FL1654-
Approved for use outside HVHZ:Yes R20.odf
Impact Resistant: N/A Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-622.5 Created by Independent Third Party: Yes
Other: 1.)The design pressure in this applicatioh Evaluation Reports
relates to one particular assembly over concrete. FL1654 R20 AE 2017 02 FINAL ER POLYGLASS MODBIT FL1654-
deck. Refer to the ER Appendix for other systemg and R20.Ddf
deck types. 2.) Refer to ER, Section 5 for other Limits Created by Independent Third Party: Yes
of Use.
i
..Ck( Ne.t
Contact Us:: 2601 BOr Stone Road,Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2067-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Statement
Under Florida law,email addresses are public records.If you do foot 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 bq traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
Ione.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a
personal address,please provide the Department with an email Address which can be made available to the public.To determine if you are a licensee under Chapter
455,F.S.,please click here.
Product Approval Accepts:
0
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$ 11
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. IhY[ERD �...
14. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
AtLE1:POYGLA59RCOVLRS .__
Reference_- _— _ _ Layer Material. — --------- - - -- --- -- - --- -Application
BP-AA Base Ply One or more plies Polyglass G2 Base,FBC Approved ASTM D4601,Type II Hot Asphalt at 20-40
(Base and Ply sheets,Asphalt- Ply One or more plies Polyglass Ply IV,Polyglass Ply VI,FBC Approved ASTM D2178,Type IV or VI lbs/square
Applied) Note: Asphalt-applied sheets or insulation shall not be applied to poly-film surfaced membranes.
Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex 56 Type Il,Polyglass HT Base 650 PG350 at 1.5-2.0
SBS-CA1 Cap Ply Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex S6 Type II,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield gal/square
TS-G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed)
Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex S6 Type II Polyplus 35 at 1.5-2.0
SBS-CA2 Cap Ply Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex 56 Type ll,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield gal/square
TS-G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed)
Base Ply or Ply One or more plies Elastobase(sand/sand or poly/sand),Elastobase P(sand/sand or poly/sand),Elastoflex V,Elastoflex S6,Elastoflex
56 Type II,Polyglass HT Base 650
SBS-AA Elastoflex V,Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex 56 Type Il,Elastoflex 56 G,Elastoflex S6 G FR,Elastoshield TS-G, Hot Asphalt at 20-40
(5B5,Asphalt-Applied) Cap Ply lbs/square
Elastoshield TS-G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed)
Note: Asphalt-applied sheets or insulation shall not be applied to poly-film surfaced membranes.
Base Ply or Ply One
or more plies Elastobase(sand/poly),Elastobase(poly/poly),Elastoflex V,Elastoflex 56,Elastoflex 56 Type II,Polyglass HT Base
SBS-TA
SBS;Tarch-A hed Flastoflez_V,Elastoflexll Eiastnflex\IG.F Elastofl"56,.ElastoflexS6T ell'Elastoflex,S&G,EtastoflexS6GFR'EFastasftiektT5=G; _'.Torch-Applied
( PP� �' Cap Ply G' R: VR . ,.
Elastoshield TS-G FR,Polyfresko G SBS(poly-film backed),Polyfresko G SBS FR(poly-film backed)
Base Ply One or more plies Elastoflex SA V Base,Elastoflex SA V FR Base,Elastoflex SA V Plus,Elastoflex SA V Plus FR
SBS-SA Cap Ply Elastoflex SA P,Elastoflex SA P FR,PolyreflectSelf-Adhering
(SBS,Self-Adhering) Unless otherwise noted,permissible membrane substrates for SBS-SA are limited to the SBS-SA Base Ply options herein,
Note: Elastobase(poly/sand)or Elastobase(poly/poly).
PG350 at 1.5-2.0
APP-CA1 Cap Ply Polyflex G FR gal/square
APP-TA Base Ply or Ply One or more plies Polyglass APP Base,Polyflex,Polybond Torch-Applied
(APP,Torch-Applied) Cap Ply Polyflex,Polyflex G,Polyflex G FR,Polybond,Polybond G,Polyfresko G,Polyfresko G FR
Cap Ply Polyflex SA P,Polyflex SA P FR,Polyfresko G SA,Polykool
APP-SA Unless otherwise noted,permissible membrane substrates forAPP-SAare limited to the SBS-SA Base Ply options herein, Self-Adhering
(APP,Self-Adhering) Note: Elastobase of sand or Elastobase of of
(P Y/ J (P Y/P YI•
15. Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect on the system wind load performance. Refer to current Roofing Materials Directory for fire ratings
associated with coating usage.
➢ PG200 Non Fibered Roof Coating;
➢ PG300 Fibered Roof Coating;
➢ PG600 Non-Fibered Aluminum Roof Coating;
➢ PG650 Fibered Aluminum Roof Coating;
➢ PG700 High Quality Elastomeric Roof Coating or KM Acryl 25;
➢ PG700QS(Quick Set)High Quality Elastomeric Roof Coating or KM Acryl 25-QS(for granule-surfaced APP or SBS only);
➢ PG800 Asphalt Emulsion Roof Coating;
➢ Polyplus 60 Premium Non-Fibered Aluminum Roof Coating;
➢ Polyplus 65 Premium Fibered Aluminum Roof Coating;
➢ Polybrite 70 Premium Grade Elastomeric Roof Coating or KM Acryl 15;
Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report P9290.02.08-R18 for FL1654-R20
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION Revision 18:02/15/2017
Prepared by: Robert Nieminen,PE-59166 Polyglass USA,Inc.;(570)384-1230 Appendix 1,Page 3 of 55