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„ i '1 Product Approval
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Product Approval Menu>Product or Application Search>Application List>Application Detail
iiFL# FL18355-R2
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
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
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Technical Representative
Address/Phone/Email
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Quality Assurance Representative
Address/Phone/Email
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Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida '
Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy R Iceived
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Florida Engineer or Architect Name who developed Zachary R.Priest
the Evaluation Report
Florida License PE-74021
Quality Assurance Entity UL LLC
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
Shingles.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D 3161 2009
ASTM D 3462 ( 2009
ASTMD D 71582008
TAS 100 1995
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Equivalence of Product Standards
Certified By
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Sections from the Code
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Product Approval Method Method 1 Option D
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Date Submitted 12/16/2015
Date Validated 12/18/2015
Date Pending FBC Approval 12/19/2015
Date Approved 02/10/2016
Date Revised 05/09/2017
Summary of Products
FL# Model,Number or Name Description
18355.1 Glass-S.eal,.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 R2 II TBP15001.2 FBC 2014 Product Evaluation
Approved for use outside HVHZ:Yes Rgoort Shingles.Ddf ?I
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 Shingles.odf I
Created by Independen�tiThird Party:Yes
Sack Ne
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.Contact us::26o1 Blair Stone Road.Tallahassee FL 32399 Phone:850-48 1-1824
The State of Florida is an AA/EEO employer.Cavvrlaht 2007-2013 State of Florida.::Privacy Statement::Act Jessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to{a public-records request,do.not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to section 455.275
(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 emailaddresses are public record if you do not wishrto supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine if yo are a licensee under Chapter 455,F.S.,please
click here
P[rood�duy�ct�Approval Accepts:
L—i ='
Credit Card
Safe
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certificateOAuthorization No.29824
f,
REEK 17520 Edinburgh Dr
Ci
I Tampa,FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDIN(,3 CODE 6T"EDITION(2014)
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Manufacturer: TAMKO BUILDING PRODUCTS Issued December 14,2015
220 West 4th Street
Joplin,MO 64801
(417)624-6644
Manufacturing Plants: Joplin,MO
Phillipsburg,KS
Frederick,MD
Dallas,TX
Tuscaloosa,AL
Quality Assurance: UL LLC'QUA9625'
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1507.2.5, 1507.2.7.1,1523.6.5.1
Properties: Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES
Entity Report No. StandardYear
PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-051-02-01 TAS Ion 1995
PRI Construction Materials Technologies(TST5878) TAP-054-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-114-02-01 TAS 100 1995
PRI Constructlion 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 loo 1995
PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 4 1995
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) TAP.-315-02-01 ASTM 0 6381 2008(2013)e1
PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 11 1995
UL LLC(TST9628) 02NK9507 ASTM D 3161 2009
UL LLC(TST9628) 04NK24366 ASTM D 34j§2 2009
UL LLC(TST9628) 05NK28006 ASTM D 6�.''l 2008(2013)e1
UL 2390
ASTM D 7158 2008d
UL LLC(TST9628) 06NK03898 ASTM D 3161 2009
ASTM D 3462 2009
UL LLC(TST9628) OBCA59132 ASTM D 111*61 2009
UL LLC(TST9628) 09NK07896 ASTM D 31'61 2009
ASTM D,346 2009
UL LLC(TST9628) IOCA50498 ASTM D 3442 2009
UL LLC(TST9628) IOCA64882 ASTM D 3161 2009
UL LLC(TST9628) 11NK14014 ASTM D 331,�l 2009
ASTM D 46, 2009
UL LLC(TST9628) 12CA24551 ASTM D 31,6� 2009
I
6381
UL LLC(TST9628) 4786110543 ASTM D 31,6,1 2008(2013)e1
ASTM D '11 2009
UL LLC(TST9628) 4787043752 1
UL LLC(TST9628) 4787148748 ASTM 0 7158 2008d
ASTM D 316',l 2009
ASTM D 3462 2009
TBP15001.2 FL18355-R2 I —Page I of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The m6hufacturer 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
Asphalt Shingles
CREEK
TECHNICAL SERVICES,LLC
PRODUCT DESCRIPTION
Elite Glass-Seal@ 12-1/4"x.36", ASTM D 3161, Class F and ASTM D 7158C lass H self-sealing, 3-tab
'I '
(Frederick,.Joplin& asphalt shingle with fiberglass mat coated on both sides wfth 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 wlf�I 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 as(halt 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-HVH lonly.
Heritage® 13-114" x 39-3/87, 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 30-3/8". ASTM D 3161, Class F and ASTM 617158, Class H fiberglass
(Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced With mineral granules
Phillipsburg& complying with ASTM ID 3462.
Tuscaloosa)
Heritagee Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
.1
(Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
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Herltage@ 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 min4,,q, I granules complying with
ASTM D 3462.
7158, Class H fiberglass-�
Heritage@ Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D,
(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 reinforce,'d, laminated architectural
(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
reinforced,
b 3462.
(Frederick&Joplin) shingle surfaced with mineral granules complying with AST4
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.
TBP15001.2 FL18355-R2 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
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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
Asphalt Shingles
TECHNICAL SERVICES,LLC �
INSTALLATION
Elite Glass-Seal® Basic Wind Speed(VWt): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed(V„d): Max. 150 mph
Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 19/32 inil(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/,' 1:12.
Installation(HVHZ): 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. ''i
Installation (Non-HVHZ): Installed with 5-1/8-inch exposure in accordance with-FBC
requirements and manufacturer's published installation
instructions. Shingles shall bejattached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
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NAILS
Nailing ..: -- _ - 6-70
Area
L
Butt Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4'Nail Pattern (Non-HVHZ only)
NAILS
_1n J'
Nailing -- ----....--------—....._ --------- - — - 6-7/8�r
Area _.....-_-------_-...._ ..... -
, 5-118"
I
Butt Edge
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern
TBP15001.2 FL18355-R2 Page 3 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 othet product attributes that are not
specifically addressed herein.
ii
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CR
�" Ti KO BUILDING PRODUCTS
L E Asphalt halt Shin9 les
TECHNICAL SERVICES,LLC
Heritage® Basic Wind Speed(V611): 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. 15132 in. plywood existing
(Dallas, Frederick construction.
Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 15/32 in!Iplywood or wood plank for
Heritage®Woodgate new construction;Min.7/16 in.;bSB 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 121:12.
Installation(HVHZ): Installed with 5-5/8 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached usi g "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
instructions. Shingles shall be:attached using either"4 Nail
Pattern"or"6 Nail Pattern"detail ied below.
i
FASTENERS i NAILZONE
� COMMON
BOND
-1/8n EXPOSURE 6-6/8"
12-112"--►�— 12-3/8" —►h— 12-1/2'_� �--1"
Figure 3. Heritage®, Heritage®Premium,and Heritage®Woodglate(Dallas)
4 Nail Pattern (non-HVHZ only)
FASTENERS i NAIL ZONE
COMMON
BOND
6-1/8" EXPOSURE 5-5/8"
1'� h-r-1/2'�-7-1/2"-►h- 7-318"-►}f-7-1/2"-►h-.i-1/2"� �f"
Figure 4. Heritage,®&Heritage®Premium
6 Nail Pattern
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TBP15001.2
FL18355-R2 Page 4 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.
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II
TAIVIKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES,LLC
NAIL ZONE/
CdMMONBOND
STENERS
T-= T
°�1
EXPOSURE 5 5181 1
1 +
Figure 5. Heritage@ Woodgate
6 Nail Pattern
Common Bond
1-7— FASTENERS
C13
ce
:ap
va
L6
X
+
39-3/8"
Figure 6. Heritage@),Heritage@ Premium, &Heritage@ Wo,i`11gate
Alternate 6 Nail Pattern
PAINT
LINE
7-71811 ---
---- ]-NAIL ZONE
BOND
-EDGE OF
COMMON
E X
5_ P.,SqSURE
ACCEPTABLE
FASTENER LOCATION
DO NOT FASTEN
ALONG EDGE OF
COMMON BOND
PREFERRED
FASTENER
LOCATION
Figure 7. Heritage®(Tuscaloosa)
Expanded Nail Zone
Nail patterns from Figures 2, 4, and 6 may be placed in the nail zone as'described above
TBP15001.2 FL18356-R2 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 duratidnIfor 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.
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TAMKO BUILDING PRODUCTS
CREED
i' Asphalt Shingles
TECHNICAL SERVICES, LLC
I
Heritage®Premium Basic Wind Speed(V dt): Max. 194 mph
(Frederick) Basic Wind Speed(Vasd): Max. 150 mph
Deck(HVHZ): In'accordance with FBC requirements;
Solidly sheathed min. 19/32 in 1plywood or wood plank for
new construction; Min. 15432 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15132 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 (Nan-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.
NAILZONE/
FASTENERS WON BOND
51/2" EXPOSURE 511
1"—►� 11"—► — 12" -11"—►� �-1"
Figure 8. Heritage®Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
I
NAILZONE/
Ai I
FASTENERS COMMON BOND
51/2" EXPQSURE 5" 'l
1 �
19
Figure)-9. Heeritage@ Premium(Frederick)
6 Nail Pattern
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TBP15001.2 FI-18355-R2 Page 6 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.
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CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
i
Heritage®Woodgate Basic Wind Speed(V„11): Max. 194 mph I
(Frederick) Basic Wind Speed(Vasd): Max. 150 mph
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in I iplywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Undedayment: 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 than21:12.
Installation (Non-HVHZ): Installed with 5 in. exposure�]{in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall b&attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
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n
NAIL ZONE/
FASTENERS CQhMON BOND
T
5-V2 EXPOSURE Y
11" — —12-315'r—�— 11" —►I �-1" 'I
Figure 1.0. Heritage®Woodgate(Frederick)
4 Nail Pattern (non-HVHZ only)
NgIL ZONF/
FASTENERS CiMMON BOND
EEXPOSURE 5"
.L I�
1" '� f 9-112"- -3' 9318" 3'�►}!-9-1/2"-►) �11-1"
Figure 11. Heritage®Woodgate(Frederick)
6 Nail Pattern
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TBP15001.2 FL18355-R2 Page 7 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 i
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� DING PRODUCTS
CREEK XIVIALJ BUILDING
Shingles
TECHNICAL SERVICES,LLC
HeritageO Vintage@ Basic Wind Speed(Vul): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vard): Max.150 Mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in.,plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 im;."Iywood or wood plank for
�P
new construction;Min.7/16 in.0S13 existing construction.
Underlayment In accordance With FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturers application �Ipstructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ): Installed with 5 in. exposure irr'a1ccordance with RAS 115
and manufacturer's published installation instruct'ions.
Shingles shall be attached using 6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5 in. exposure,':';in accordance with FBC
requirements and manufacturbir's published installation
instructions. Shingles shall be iii4ached using either"5 Nail
Pattern"or"6 Nail Pattern"detailed below.
4U$
sure
Fasteners
Nail
ore
- - — ———— — — — — — — — — ll
aposure
SLIM-
1-14
Figure 12. Heritage@ Vintage@)
5 Nail Pattern (non-HVHZ only)
-4V
&wow,
ftwrwrs Nil
MMr-0 7-wwr---*
r—
Figure 13. Heritage®Vintage
6 Nail Pattern
TBP15001.2 FL18355-R2 j I Page 8ofll
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.
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CAREEK
TA, BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
i
Hip&Ridge Basic Wind Speed(V,ot): Max. 194 mph
Frederick&Joplin Basic Wind Speed ph
( ) p (Vag): Max.150 m
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min,. 19/32 in: lywood 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 irr: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 publisfied installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
I
Direction of prevailing wind
Start 5-1/8" exposure
I
here-
.
. I
1
Start
Figure 1 here 5-1/8"exposure
sten
Fastener �I`5-Faer
Figure 2 Figure'3
Figure 14. Hip &Ridge(Frederick&Joplin)
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TBP15001.2 FL18355-R2 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.
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T-A,MKO BUILDING PRODUCTS
CREEK I Asphalt Shingles
TF-cf-INIICAL,SERVICES,LLC
Vintage@)Hip&Ridge Basic Wind Speed(Vwt): Max. 194 mph
(Phillipsburg) Basic Wind Speed(V,sd): 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. J
Deck(Non-HVHZ): In accordance with FBC require lents;
Solidly sheathed min. 15/32 in:[iilywood 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 FBG' requirements.
Installation: Installed with 5 inch exposure In' laccordance with the FBC
and manufacturer's published installation instructions. The
direction of the exposed end�dshall be away from the
prevailing wind.
Directio4n of prevailing Mind
-
Start 5 exposure
here——
Start
here exposure
Figure I
Fattener
Fastener
Figure 2 1 Figure 3
Figure 15. Vintage®Hip&Ridge(Phillipsburg)
TBP15001.2 FL18355-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 ifor 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.
tIAMKO BUILDING PRODUCTS
.ilCREEK Asphalt Shingles
TECHNICAL SERVICES,LLC
LIMITATIONS
I) Fire Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck.aittachment shall be designed by others to meel the minimum design loads
established for components and cladding and in accordance with FBC requlremen' ts.
3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ.
4) Classification to ASTM D 7168 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 underlaymelpt application.! 1
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 Hsu, and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail. a 1 pi
8) All products listed in this report shall be manufactured under a quality assuranc rogram 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 5th Edition(2014)as evidenced in the referenced documents submitted by the name,
6 manufacturer. -
j%jJ1111111111111 I
C) R.
...... . ice':, 20 15.12.14
E N
3:44:19
No 74021
M �_ —05'00'
DO STATE OF UJ
0
Zachary R.Priest,P.E.
-.4 kV. N Z'R
Florida Registration No.74021
%N A\ Organization No.ANE9W
-
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
TBP15001.2 FL18355-R2 j 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 not express nor imply warranty,installation,recommended use,or other-product attributes that are not
specifically addressed herein.
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USER:Public User
r - Product Anprovai Menu>Product or Anolication Search>Application List>Application Detail
a_
FL# F1.16048-115
Application Type Revision
Code Version 2014
Application Status Approved
f
Comments
Archived
Product Manufacturer Tri-Built Materials Group,LLC
Address/Phone/Email PO Box 70
Rutherford,N3'07070 (s
(800)516-1485
david.ruiz@tribuiitmg.com
Authorized Signature David Ruiz
david.ruiz@tribuiltmg.com
f
Technical Representative David Ruiz ,
Address/Phone/Email 250.Route 17 North
East Rutherford,N3 07073 j
(201)842-2449
david.ruiz@tribuiitmaterialsgroup.cp
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Quality Assurance Representative
i
Address/Phone/Email
I
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation_Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Re{eived
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 07/18/2020
Validated By John W.Knezevich,PE r
Validation Checklist-Hardcopy Received
4 ,
Certificate of Independence FL16048 R5 COI 2017 01 COI Nielinen odF
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Referenced Standard and Year(of Standard) Standard I Year
ASTM D1970 2009
ASTM G155 i 2005
FM 4474 2004
FRSA/TRI April 2012(04-12) i 2012
TAS 103 I 1995
UL 1897 2004
I jt
Equivalence of Product Standards
Certified By
V
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Sections from the Code
Product Approval Method Method I Option D
Date Submitted 06/12/2017
Date Validated, 06/13/2017
Date Pending FBC Approval 06/19/2017
Date Approved 08/06/2017
Date Revised 09/25/2017
Summary of Products
FL# FModel,Number or Name Description
16048.1 TRI-BUILT Roof und erlayments Self-adhering,modlfl4:ditumen roof undetiayments
Limits of Use Installation Instru
'cti "'
Approved for use in.HVHZ:No FLI 048 R5 11-2017 otFINAL ER TRI-
Approved for use outside HVHZ:Yes BUfLT UNDERLAYMENTSI FL16048-R5,r)df
Impact Resistant-N/A Verified By:Robert Nieh,iftnen PE-59166
Design Pressure:+NIAI-150 Created by Independent Third Party:Yes
Other:1.)The design pressure noted herein pertains to use Evaluation Reports .1�I
of foam-on t1le'systems overtop the self-adhering FL16048 R5 AE 2017,:!06 FINAL ER TRI-
underlayment for one particular application.See ER Section BUILT UNDERLAYMENTS1 FL16048-RS.r)d
5.6.4 For details.2.)Refer to ER Section 5 for other Limits of Created by Independent Third Party,Yes
Use.
Back FE�
contact us::2601 Blair Stone Road.Tallahassee FL 32399 Phone!850-467-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2613 State of Florida.::Privacy Statement
::Accessibility Statement Refund Statement
Under Florida law,email addresses am public records.If you do not want your e-mail address released In response 1 t a j a public-records request,do not send electronic
coati
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
emalls provided may be used for official communication with the licensee.However ennal I addresses are publicrd 1 personal f you do not wish to supply a peonal address,please provide the Department with an email address which can be made available to the public.To determInereffo
you re a licensee under Chapter 455,F.S_pleas
click mm.
Product Approval Accepts:
M-M go W R9 M
Credit Card
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EXTER!,' R RESEARCH&DESIGN,LLC.
-rYIERD 35A CHRISTIAN STREET,UNIT#13
,1TRINI OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT
aiion
| Certificate of Authorization#9503
� ) Report
POBou7O FL16048'8S
|
Rutherford,KUO7070 axe of Issuance:10/25/20,12
(800)51661485 Revision 5: 06/12/2017
This Evaluation Report oissued under Rule w1w20-3and the applicable rules and regulations governing the or
construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Njeminen,
for use of the
Buildingroduct under Florida Code and Florida Building
Co,d I e, Residential Volume. The
products described herein have been evaluated for com Rance with the 5 th Ediflowl
p '2014) Florida Building Code
� sections noted herein.
herein.DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements t he Accredited Qua I I ity Assurance Agency noted
CONTINUED —P_AN_- ThisEvaluation Report- _-until-_— _-_--_named,'-
Juct(s)changes,the referenced
Quality Assurance changes,or provisions of the Code that relate to the or�oduct change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notifynooen Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity>EKo requires
. Evaluation Reportrelative - updated Co--requirements_ _- each Code Cycle.
ADVERTISEMENT.The Evaluation Report number ~.e`^.^d by,..e .,~.~~ ....^,/^.~ Evaluated"
advertising"literature. " any portion mthe Evaluation Report mdisplayed,then usxm/v
uxsPUpon request,a copy cfthis entire Evaluation Report shall be provided to the
its distributors and shall be available for inspection at the job site at the request of the BUI ding Official.
�
` Th�Eva|u�ionRcp��cona�t�ofpa�es1throuQh6
� . �
/
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Prepared by: '
Robert J.M.Nieminen,P.E. The facsimile seal P.Pearin.was authorized by Robert Nleminen,
P.E.an 05/12/20*.This does not serve as an electronically signed
Florida Registration No.59165,Florida DCA ANE1983 document Signed,"'I ealed hardoopies have been transmitted to the
�
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y'
CERTIFICATION_ .INDEPENDENCE:distributing products it evaluates. 1
.
LTrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
2. Trinity|BDIs not owned,operated or controlled by any Company manufacturing of distributing pr6bucts it evaluates.
3. Robert 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 Ni i P.E.does not have, U acquire,a 0 the approval process ofthe
product.
5. This|sabuilding code evaluation. Neither Trindy|cnonor Robert w|eminen,p.E.are,inany wDesigner ofRecord for any
project on which this Evaluation Report,or previous versions thereof,is/was used foe permitting or."designouidanceun|earetain,d
specifically for that purpose.
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,JTRRINITYIERD
.ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
~~.—a.eg~v ..~~~,..~.^
IT Materials Group, LLC, have
Compliance Statement: TRImBUILT Roof Underlayments, as produced by TRI-BUIL I
.
with the following Standards. Compliance osubject q,the Installation nequncnen4Limitations/ Co ."===°.
�
Use set forth herein.
II
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" TRINITY ERD
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5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product. 1
5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is
specifically referenced within FBC approval documents. If not listed, a request may be made to the
Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.5 Allowable roof covers applied atop the underlayments are as follows:
TABLE.1 OF COVER OPTIONS
f l;i
Asphalt Wood Shakes
Underlayment Shingles Nail-On Tile Foam-On Tile Metal &Shingles Slate
Tri-Built Sand-R SA Shingle Yes No No No Yes Yes
Underlayment
Tri-Built S/A HT TU Yes
Underlayment Yes Yes See 5.5.1 Yes Yes Yes
Tri-Built'Smooth HT S/A
Underlayment Yes No No Yes Yes Yes
II
5.5.1 "Foam-On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long.
term aging data from an accredited testing laboratory is provided.
➢ Tri-Built S/A HT TU Underlayment with ICP Adhesives "Polyset AH-160" (FL6332) or Dow Chemical
"TileBondTm Roof Tile.Adhesive"(FL717)
5.6 Allowable substrates are noted below:
5.6.1 Direct-Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
r Plywood;ASTM D41 primed plywood; OSB;ASTM D41 primed OSB; Southern Yellow Pine;ASTM D41
primed Southern Yellow Pine;ASTM D41 primed structural concrete.
While not required over plywood,OSB or Southern Yellow Pine substrates,,'ITRI-BUILT Materials Group,LLC
recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note:
TRI-BUILT Materials Group, LLC requires tongue-and=groove board deck nig be covered with plywood, or
OSB prior to installation of the self-adhering underlayment.
5.6.2 Bond-to-Insulation:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlay not or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam-on tile systems (Tri-Built S/A HT TU Underlayment 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 or TAS 114,Appendix J.
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Exterior Research and Design,LLC. Evaluation Report A42960.10.12-RS
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION F1.16048-115
Tri-Built Materials Group,LLC. Revision 5:06/12/2017
Page 3 of 6
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5.63 Bond to Mechanically Attached Base Laver:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayrtil nt or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ ASTM D226,Type I or II felt.
For installations under mechanically attached prepared roof coverings, 6'ase layer shall be attached per
minimum codified requirements. For installations under foam-on tile, systems (Tri-Built S/A HT TU
Underlayment only),base layer shall be attached per minimum requirements of 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 direct-deck
underlayment systems that are not addressed in FRSA/TRI April 2012(04,;12)and are used.in foam-on tile
applications. Maximum Design Pressure is the result of testing for .wind load resistance based on
allowable wind loads,and reflects the ultimate passing pressure divided by 2(the 2 to 1 margin of safety
per FBC 1504:9 has already been applied). Refer to FRSA/TRI April ;2012 (04-12) or FBC 1609 for
determination of design wind pressures.
5.6.4.1 Maximum Design Pressure=-45.0 psf:
Deck: Min. 15/32-inch plywood to meet project requiremets to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional)ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
5.6.4.2 Maximum Design Pressure=-67.5 psf:
Deck: Structural concrete to meet project requirements to'satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
5.6.4.3 Maximum Design Pressure=-150.0 psf:
Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project
requirements to satisfaction of Authority Having Jurisdiction.
Deck Preparation: Plywood shall be thoroughly cleaned to remove dusi 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' 11
Underlayment: Tri-Built S/A HT TU Underlayment, self-adhered, shall be thoroughly roll using hand
roller and/or weighted roller to ensure there are no bids, and ensure there are no
voids/bridging at side and end-laps.
5.6.4.4 Maximum Design Pressure -60.0 psf:
Deck: Min. 19/32-inch plywood to meet project requiremenits to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Soprema copra-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-inich laps and 6-inch o.c.in three,
equally spaced rows in the center of the sheet.
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
5.7 Exposure Limitations:
5.7.1 Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A,Underlayment shall not be Ileft
exposed for longer than 30-days after installation
5.7.2 Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than,180-days after installation.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-RS
Certificate of Authorization X19503 FBC NON-HVHZ EVALUATION FL16048-RS
Tri-Built Materials Group,LLC. Revision 5:06/12/2017
Page 4 of 6
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6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC
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(if applicable).
6.3 Tri-Built Sand-11$A Shingle Underlayment,Tri-Built S/A HT TU Underlavrn_nt or Tri-Built.Smooth HT S/A
UnderlayMent:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1976 underlayment in FBC Sections
1507 for the type of prepared roof covering to be installed.
6.3.2 Non Tile applications:
While priming is optional,TRI-BUILT Materials Group, LLC recommends q iming the deck if the final roof
cover is not slated for installation within 24 hours.
Apply..sheet parallel to the roof edge. Roll out approximately 10 It 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.
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Once the entire length of membrane is in place, peel-off the release film diagonally while holding the
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membrane tight. Firmly roll,broom or hand-press 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,sealed in accordance with
TRI-BUILT Materials Group,LLC requirements.
When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back-nailing in the
overlap area at the top of the sheet at 12-inch o.c. �I
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths.Peel th I,release paper and center sheetover 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 andi work upward.
6.3.3 Tile Applications(Tri-Built S/A HT TU Underlaivment only)
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manua(and Table I herein, using the
instructions.noted above as a guideline.
For foam-on tile applications,reference is made to Section 5.6.4 herein fdrwind resistance limitations that
fall outside the scope of FRSAITRI April 2012(04-12).
Tile shall be loaded and staged in a manner that prevents tile sli0page and/or damage to the
underlayment.
Tri-Built S/A,HT TU Underlayment has met the tile slippage test requireme''rits specified in FRSA/TRI April
2012 (04-12) up to a 10-tile stack to a maximum roof pitch of 6:12 for flail,tiles and 5:12 for lugged tiles.
Lugged tiles staged at pitch>5;12 may use alternate staging method(bo o''m 2-tile stack shall be inverted,
followed by 8-tiles high on slope,as shown below).
Exterior Research and Design,I.I.C. i Evaluation Report A42960.10.12-115
FBC NON-HVHZ EVALUATION FL16048-RS
Certiftcate of A uthorlzatfon 89503
Tri-Built Materials Group,LLC i Revision 5:06/12/2017
Page 5 of 6
TRINITY I ERD .
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Figure 1.: Alternate Staging Method
Alternatively,at roof slopes greater than these limitations, all tiles shall be loaded onto a nominal V x 2"
horizontal batten to prevent slippage or damage to the underlayment.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to prop)rly evaluate the installation of
this product.
$. MANUFAcrURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C.i-IRule 9N-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL,LLC—QUA96251(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
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Exterior Research and Design,U.C. Evaluation Report A42960.10.12-RS
Certificate of Authorization#9503 FBC NON-HVH2 EVALUATION FL16048-RS
Tri-Built Materials Group,I.I.C. J Revision 5:06/12/2017
Page 6 of 6
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