HomeMy WebLinkAboutproduct approval i
3/13/2018 Florida Building Code OnlineBusiness & Professional I I
II � -
II
Regulation 1 . 1
BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Pu:blications iI FBC Staff I BCIS Site Map I Links I Search I
ddloriaProdut Approval
!r USER:Public User
�wm
Product Approval Menu>Product or Application Search>Application List>Application Detail i
• •
FL# FL18355-R4
I
Application Type Revision
Code Version 2017
Application Status Approved
i
Comments
I
I
Archived
Product Manufacturer TAMKO Building Products,Inc.
! Address/Phone/Email PO Box 1404 I
Joplin, MO 64802
.(417)624-6644 Ext 2305 I
kerri_eden@tamko.com;
Authorized Signature Kerri Eden
kerri—eden@tamko.com
I i
Technical Representative Kerri Eden I' I
Address/Phone/Email PO Box 1404
Joplin, MO 64802 i
(417)624-6644 Ext 2305 I'
kerri—eden@tamko.com
Quality Assurance Representative
Address/Phone/Email
I i �
Category Roofing
j Subcategory Asphalt Shingles
Compliance Method Evaluation Report froni'a Florida Registered Architect or a Licensed Florida
Professional Engineer
O Evaluation Report r'Hardcopy'Received
Florida Engineer or Architect Name who developed the Zachary R. Priest I
Evaluation Report
Florida License PE-74021
Quality Assurance Entity. UL LLC I'
Quality Assurance Contract Expiration Date 01/07/2019
Validated By Locke Bowden
O✓ Validation Checklist-Hardcopy Received
Certificate of Independence FL18355 R4 COI TBP.15001.4I2017 FBC Eval Report Shingles final.odf
' I
Referenced Standard and Year(of Standard) Standard I Year
ASTM D 3161 I 2016
ASTM D 3462 i 2010
ASTMD D 7158 I 2011
TAS 100 i 1995
Equivalence of Product Standards
Certified By Approved Testing Labs
FL18355 R4 Equiv UL letter for standards for FBC 2017.Ddf
hfps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uo IfKzD1 M2Xu9wuWmY6PQIJlukQ%3d%3d 1Y.
3/13/2018 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/25/2017 li
j Date Validated 09/27/2017 I
Date Pending FBC Approval 10/08/2017 ' l
Date Approved 12/12/2017
i,
Summary of Products
FL# Model,Number or Name Description
lel i
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 InstallatioWInstructions
Approved for use in HVHZ:Yes FL18355 R4i II TBP15001,4 2017 FBC Eval Report Shingles
Approved for use outside HVHZ:Yes final.pdf I
Impact Resistant: N/A Verified By: Zachary IR: Priest PE-74021
Design Pressure: N/A Created by Independent Third Party:Yes
Other:See evaluation report for limits of use. Evaluation Reports I
FL18355 R41 AE TBP15001.4 2017 FBC Eval Report Shingles
final.
pdf
Created by Independent Third Party:,Yes
I, [I
Back Next i
.i
I
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy!Statement::;Accessiblility Statement::Refund Statement
, I
Under Florida law,email addresses are public records.If you do not want your e-mail address relea led in response to a public-records request,do not send electronic
j 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 providelthe Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal
address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,
please click here.
Product Approval Accepts: I�
® a M i
I Credit Card '
i Safe.
II I
I
I, I
I i;
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKzD1 M2`Xu9wuWmY6PQIJlukQ%3d%3d 2/:
I I
I
� I
Certificate of Authorization No.29824
4 E K I 1,7520 Edinburgh Dr
Tampa,FL 33647
CR
TECHNICAL SERVICES, LLC (813)480-3421
i EVALUATION REPORT FLORIDA BUILDING CODE,6T"EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25, 2017
220 West 41"Street
Joplin, MO 64801
(417).624-6644
ManufacturingPlants: Joplin,MO 1
P�
Phillipsburg, KS
Frederick, MD
Dallas,TX
Tuscaloosa,AL
Quality Assurance: UL LLC(QUA9625) I
SCOPE 1
I;
Category:' Roofing
i
Subcategory: Asphalt Shingles I
Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1
Properties: Physical properties,Wind Resistance,Wind Driven lain
REFERENCES
Entity Report No. Standard Year
PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 11995
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-114-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) -TAP-1 17-02-01 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 11995
PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 11995
PRI Construction Materials Technologies(TST5878) 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 I 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 71158 ' 2011
UL LLC(TST9628) 06NK03898• ASTM D 3,161 2016
ASTM D 3462 ! 2010A
UL LLC(TST9628) 08CA59132 ASTM D 31'61 2016
UL LLC(TST9628) 09NK07896 ASTM D 3161 2016
ASTM D 31462 2010A
UL LLC(TST9628) 10CA50498 ASTM D 31462 I 2010A
UL LLC(TST9628) 1 OCA64882 ASTM D 3161 2016
UL LLC(TST9628) 11 NK14014- ASTM D 3161 i 2016
ASTM D 3462 I 2010A
UL•LLC(TST9628) 12CA24551 ASTM D 3161 2016
UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1
UL LLC(TST9628) 4787043752 ASTM D 3161 j 2016
UL LLC(TST9628) 4787148748 ASTM D 7158 ! 2011
ASTM D 3161 I 2016
ASTM D 3462 2010A
CREEK Technical Services LLC(ANE11669) TBP15001.3 Calculations 2017
i
TBP15001.4 FL18355-R4 I Page 1 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'
I �i �
I
� I
CREEK ,I TA, BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC i
I I �
PRODUCT DESCRIPTION
I
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, 34ab
(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 DI'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. i! }
j Tuscaloosa)
II I'1
{ Heritage@ Premium 12” x 36", ASTM D 3161, Class F and ASTM D 7;158, Class H fiberglass reinforced,
(Frederick) laminated architectural asphalt shingle surfaced with mineral gran les complying with
'
ASTM D 3462li '.
Heritage@ Vintage@ 17-1/2"x 40",ASTM D 3161, Class F and ASTM D7158, Cla� ss H fiberglass reinforced,
(Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with.
ASTM D 3462. �! i
Heritage@ Woodgate 13-1/4" x 39-3/8% ASTM D 3161, Class F and ASTM D; 7158,1 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
( (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles
j shall be used in the non-HVHZ only.
I
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 3492.
i
i Vintage@ Hip and'Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinfibrced, hip and ridge asphalt shingle
(Phillipsburg) surfaced with mineral granules complying with ASTM; D 34621. i
I,, I
'i
j
i
i
TBP15001.4 FL18355-R4 I i Page 2 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. + i
ji I
i
! TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
i
INSTALLATION
Elite Glass-Seal® Basic Wind Speed(Vuit): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed(Vnd): Max. 150 mph
Tuscaloosa) Deck(HVHZ): In accordance with FBCIrequirements;
& Solidly sheathed min. 119/32 in.Iplywood or wood plank for
i Glass-Seal new construction; Min. 15/32 in. i plywood existing
j (Frederick,Joplin (Non- construction.
1 HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBCI requirements;
i Solidly sheathed min. 15/32 in.l 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 li'ristruct-ions when installing
shingles at slopes greater than 21:12.
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. j
j Installation (Non-HVHZ): Installed with 5-1,/8-inch exposure in accordance with FBC
requirements and •manufactur"er's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAILS
I I. •,, I
j Nadirx� .. - .............................- ------------- -=- 'G-7ff
----- — .
Area .._---------------------------------------------------�=--------- r
5-1I8"
I
Mate
Figure 1. Elite Glass-Seal&Glass-Seale
4 Nail Pattern (Non-HVHZ only)
NAILS
I
i ---- ------------------------- ..----- --- t L' 6-7/811
Nailing ---.___.. ------ ----- ----------------- ------. -_.
Area - ------------------ — — — — •- -
i; 5;118"
I
i
Butt Edge,,-.
Figure 2. Elite Glass-Seal&Glass-Seal:
6 Nail Pattern
I
TBP15001.4 FL18355-R4
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 other product attributes that are not
specifically addressed herein.
I I I
l I
I
� I I
TAMKO BUILDING PRODUCTS
CREEK i Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage® Basic Wind Speed(V,,,t): Max. 194 mph 1
h
(Dallas, Frederick,Joplin, Basic Wind Speed(Vasa): Max. 150 mph
Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC
jrequirements;
& Solidly sheathed min. 19/32 in.1plywood 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.I plywood or wood plank for
Heritage®Woodgate new construction;Min.7/16 in.O.SB 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 i application!instructions when installing shingles at slopes greater than 21:12.
Installation(HVHZ): Installed with 5-5/8 in.lIexposure' 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 5-5/8 i0ex a 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.
I ,
I I
j FASTENERS I' " NAIL ZONE
I' ;r COMMON
BOND
I
B-118" EXPOSURE 6-5/8"
f
12-112" 12-318" 12-1/211'-►I 1"
Figure 3. Heritage®, Heritage®Premium,and Heritage@){Woodg'ate (Dallas)
4 Nail Pattern (non-HVHZ only)
I.
FASTENERS NAIL ZONE
COM
'' MON
.' BOND
i
EX
6-118" ( POSURE 3;518"
1'� �7-1/2'�-7-112"�t 7�/8"-�7-112"-►h-7-1I21'-� �1"
Figure 4. Heritage®&Heritage®Premium
6Nail Pattern
I
i l i
TBP15001.4 FL18355-R4 I , 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.
I
I ,l I
I
TAMKO BUILDING PRODUCTS
CREEK i Asphalt Shingles
TECHNICAL SERVICES, LLC
",MAIL;ZONE/
ASTENERS'` °00614AONW 6k
`„' ;EXPOSURE 5 5�8”
i'..
1 ,1;,• 5 II 1 11 i
112 7112 X18, 12y�7.1 na-4
Figure 5. Heritage®Woodgate
6 Nail Pattern
►I1"jT'i+ 12-112"- j12=1%2 -►i1"ii';9+
• I �i• i
! E �I" ® Common Bond
FASTENERS ;I`
iE`
� i I
M I
t
10
'0.0
I
Figure 6. Heritage®, Heritage®Premium, $ Heritage®Wo gate
Alternate 6 Nail Pattern I
RUNT: ,._ •, _A,. _...r:_.. I' I i
j
LINE:- I;
NAIL ZONE'::
EDGE,,OF,`
rCOMMON•':
ND,
'BO
EXPOSURE:
j-..
• �< ACCEPTABLE. � '
FASTENER LOCATION: i
'D-ONOT FASTEN,
ALONGEDGEOF-..
-CIOMM:ON'BOND;
PREFERRED
' _FAST,ENM
Figure 7. Heritage®(Tuscaloosa)
Expanded Nail Zone "
Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone is described above
I
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.
f This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not
specifically addressed herein. I !
I r
i .I
i
CREEK TAMKO BUILDING PRODUCTS
I ; Asphalt Shingles
TECHNICAL SERVICES, LLC
i
Heritage®Premium Basic Wind Speed(Vw): Max. 194 mph I'
(Frederick) Basic Wind Speed (Vasd): Max. 150 mph
Deck(HVHZ): In accordance withFBCIrequirements;
Solidly sheathed min. 19/32 in.lplywood or wood plank for
new construction; Min. 15/32 in. 1 plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBCi requirements;
Solidly sheathed min. 15/32 in.l 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 jinstructions when installing
shingles at slopes greater than 21:12. .
InstallationHVHZ): Installed with 5 in. exposure in.accord,'ance 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 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.
i I j
NAIL"ZONE/
FASTENERS COMMON BOND
i II
51/2" EKPOS RE 5"
12" 11"� kill1"
Figure 8. Heritage®Premium (Frederick)
I 4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
I FASTENERS i COMMON BOND
T51/2° EXPOSURE S'
y n�J �9i�u i �i�—+3u 91121
-I Figure 9. Heritage®Premium (Frederick)
6 Nail Pattern f
TBP15001.4 FL18355-R4 I 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.
I'
I i I
I I.
i
i
I �
i
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
,TECHNICAL SERVICES, LLC
I
Heritage®Woodgate Basic Wind Speed(Vuii): Max. 194 mph
(Frederick) Basic Wind Speed(Vard): Max. 150 mph
Deck(Non-HVHZ): In accordance with FBCIrequirements;
Solidly sheathed min. 15/32 in.�'plywood or wood plank for
new construction; Min.7/16 in.OSB existing construction. .
Underlayment: In accordance with FBCi 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 manufactu�er's published installation
instructions. Shingles shall be attached using either"4 Nail
rn
Pattern"or"6 Nail Patte "detailed below.
I � I
I' NAIL ZONFJ
COMMONi BOND
FASTENERS I;
T I' f
5-112 EXPOSURE V1
l I
11" -+-, 12-3/8"4- 11" �1,F
Figure 10. Heritage®Woodgate(Frederick)
4 Nail Pattern (non-HVHZ only)
i
i
NAIL ZON IV
+ FASTENERSFEVIr"
COMMON BONA
• 1"
I;
Figure 11. Heritage®Woodgate(Frederick)
6 Nail Pattern
I
TBP15001.4 FL18355-R4 I '' j Page 7 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20i3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughoutithe 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
I. I
1
i I
I
'I A' i
CREAK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC I ,
I
Heritage®Vintage® Basic Wind Speed(V„It): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vasd): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements; i
Solidly sheathed min. 19/32 in;'iplywood or wood plank for
new construction; Min. 15/32 in., plywood existing
construction. ' IIl il '
I,
Deck Non-HVHZ : In accordance with FBC re uirements;
( ) Solidly sheathed min. 15/32 in. plywood or wood plank for
i new construction;Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.'
Min.slope: 2:12 and in accordance with I IBC 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
I and manufacturer's (published installation instructions.
f Shingles shall be attached using "6 Nail Pattern" detailed
below. I
Installation (Non-HVHZ): Installed with 5 in. exposurei,.in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles Ishall belattached using either-5 Nail
Pattern"or"6 Nail Pattern"detailed bellow.
I
4Y' I' j
I I
rxposule i
NQQm Z NDtch
I
i Fasteners II
Nail
one
I ,i 17--112"
I '
Fxpmure f
IAC 94101 9•1M' --9•V6' brII
Figure 12. Heritage®Vintage®
5 Nail Pattern (non-HVHZ only)
II
" I
i monk
I Faft7KR
l I.Noll
Zone
,7jA
L-T-L
li:
"Awaue—� — '1
i I
Figure 13. Heritage®Vintage® I
6 Nail Pattern
TBP15001.4 FI-18355-R4 ' Page 8 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G26-3. 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.
j
T j'[��� _ TAMKO BUILDING PRODUCTS
Asphalt-Shingles
TECHNICAL SERVICES, LLC
Hip&Ridge Basic Wind Speed(V„ii): Max. 194 mph
(Frederick&Joplin) Basic Wind Speed(Vasd): Mai. 150 mph ;
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in.j;'plywootl or wood plank for
new construction; Min. 15/32 in. plywood existing
construction. i+
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in 1'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 and shad be away from the
prevailing wind.
Dlrwtlono prevailing wind
rt . 5-1/8" exposure '
here—
,.
l
Fn]
�
Figure 1
here
5-1/Q"eXpOSurB
I
lip la„ r
` ? Fastener Fastener
f�
Figure 21 Figure 3
j IN,
Figure 14. Hip &Ridge(Frederick&Joplin)
I I
I
i
I
i
TBP15001.4 FL18355-R4 I; I Page 9 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. I'
.i I
TAMKO BUILDING PRODUCTS
CREEK i Asphalt Shingles
TECHNICAL SERVICES, LLC
Vintage®Hip&Ridge Basic Wind Speed(V„ii): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vasd): Max. 150 mph
Deck(HVHZ): In accordance with,FBC requirements;
Solidly sheathed min. 19/32 inl.'plywood or wood plank for
new construction; Min. 15%32 in.' plywood existing
i construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed in. 15/32 in';]plywood or wood plank for
new construction;.Min.17/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.i
Min.slope: 2:12 and in accordance with FBC requirements.
Installation: Installed with 5 inch ezposure�in accordance with the FBC
I I
and manufacturer's published installation instructions. The
I direction of the exposed end shall i be away from the
prevailing wind.
Direction of prevailing wind
MFn ,
t5" exposureno
I.
I
Start
Figure 1 here 5" exposure
!t
illy
%' Fastener
Fastener �1/2
r �5-1/2"
Figure 2 1/ 1: Figure 31
Figure 15. Vintage®Hip& Ridge(Phillipsburg)
I
i , I
I
j I
I
TBP15001.4 FL18355-R4 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, installation, recommended use, or othler product attributes that are not
specifically addressed herein. ?
f
� I i
GREEK TAMKO BUILDING PRODUCTS
Asshalt Shingles
I
TECHNICAL SERVICES, LLC
LIMITATIONS
l1) Fire Classification.is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment shall be designed by othersi 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.
1 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.j;
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
i published application instructions. Where discrepancies exist between these sources; the more restrictive
and code compliant detail shall prevail. j 1 1
8) All products listed in this report shall be manufactured under a quality assurance'program in compliance with
Rule 61 G20-3. It
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.
P .EN. 9j�s� 2017.09.25
' ti. •�' G SF J` �i 'ice I
i No 74021 11 :31 :41
=-0It 04'00'
�: STATE OF •:��:
�i�T•'•'c� P•'���.` Zachary R. Priest, P.E.
�i�s• • R C?��` Florida Registration No.74021 s
% Organization No;;ANE11669
i
CERTIFICATION OF INDEPENDENCE �; !
i f
CREEK Technical Services, LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing
products under this evaluation. 1
CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under
this evaluation.
lZachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing'or distributing products
under this evaluation.
I
Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involvedinthe approval process of the
product. j
END OF REPORT
I I
TBP15001.4 FL18355-R4 I Page 11 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 throughodt 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;
3/13/2018 Florida Building Code Online.f
I �
Business & Professional Regulation
I
BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts Publications I FBC Staff I BCIS Site Map I Links I Search I
Floridor
'
Product Approval
a USER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
I-OFMCEOFTHE FL# FL16048-R6
SECRETARY Application Type Revision
Code Version 2017 j
Application Status Approved I
Comments
Archived
Product Manufacturer Tri-Built Materials Group, LLC
Address/Phone/Email PO Box 70
Rutherford, NJ 07070
(800)516-1485
david.ruiz@tribuiltmg.com j
I
Authorized Signature David Ruiz
david.ruiz@tribuiltmg.com
Technical Representative David Ruiz
Address/Phone/Email 250 Route 17 North
East Rutherford, NJ 07073
(201)842-2449
david.ruiz@tribuiltmaterialsgroup.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments I ;
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
j Professional Engineer
D Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen I
Evaluation Report I
Florida License PE-59166 `
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 07/18/2020
Validated By John W. Knezevich, PE
O✓ Validation Checklist-Hardc6py Received
j I
Certificate of Independence FL16048 R6 COI 20117 01 COI Nieminen.pdf
I
Referenced Standard and Year(of Standard) Standard Year
i
ASTM D1970 I 2015
ASTM G155 2005
FM 4474 I 2011
FRSA/TRI April 2012(04-12) 2012
UL 1897 I 2012
i
I
Equivalence,of Product Standards
Certified By
I
I ,
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWrwipmtAnR8jv9FiYHTk4IFLCxcgVtRhfvMw%3d%3d 1/2
I � i
3/13%2018 Florida Building Code Online'I
Sections from the Code '
Product Approval Method Method 1 Option D
I
Date Submitted 09/25/2017
Date Validated 10/01/2017 !
Date Pending FBC Approval 10/03/2017
f '
i
Date Approved 12/12/2017
Summary of Products
I
FL# Model,Number or Name Description
16048.1 TRI-BUILT Roof Underlayments Self-adheri 'g, modified bitumen roof underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16048 R6 II 2017 09 FINAL ER TRI-
Approved for use outside HVHZ:Yes BUILT UND'ERLAYMENTS FL16048-R6.pdf
I Impact Resistant: N/A Verified Bye. Robert Ni,eminen PE-59166
Design Pressure: +N/A/-150 Created by,Independent Third Party:Yes
Other: 1.)The design pressure noted herein pertains to use Evaluation,Report, , I
' of foam-ori the systems overtop the self-adhering FL16048 R6 AE 2017 09 FINAL ER TRI-
underlayment for one particular application. See ER Section BUILT UNDERLAYMENTS FL16048-R6.pdf
5.6.4 for details. 2.)Refer to ER Section 5 for other Limits of Created by!Indepen'dent Third Party: Yes
Use.
r ;
I
I I ,
Back Next I I
I � '
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Cop 11
ht 2007-2013 State of Florida.::Priva ly Statemenit�:Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in resp)nse to a pI blit-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 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
1 Product Approval Accepts:
®RE
, i Credit Card
Safe
i l i
I
1
� I
I
1 i I
I I
- I•
I
• i
1 I
� I
I
f �
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWrwipmtAnR8jv9FiYHTk4FLCxcgytRhfvMw%3d%3d 2/2
I i i
i I i
EXTERIOR RESEARCH&DESIGN,LLC.
' Certificate of Authorization#9503
Q0TwN1-rY1ERD 353 CHRISTIAN STREET, UNIT#13
OXFORD,CT 06478
I I (203)262-9245
EVALUATION REPORT
j TRI-BUILT Materials Group,LLC i, Evaluation Report A42960.10.12-R6
PO Box 70 I FL16048-R6
Rutherford,NJ 07070 ` Date of Issuance:10/25/2012
(800)516-1485 ! I ;Revision 6: 09/25/2017
SCOPE: '
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
i
' construction materials in the State of Florida.The documentation submitted figs 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.
I
DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
I
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the nal ed product(s)'changes,the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to they product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify, Roberti 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'. i
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity�ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then,it shall b6 done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the use[by the manufacturer or
its distributors and shall be available for inspection at the job site at the requeslt of thelBuilding Official.
II i
This Evaluation Report consists of pages 1 through 6.'
Prepared by:
��}sst[pttntt
ten. i-
r;�p.5pQ90
Robert J.M.Nieminen,P.E. '•�.;�s�',•r�a�E;:�' "
•��i�j,�����„ps.s The facsimile seal appearing was authorized by Robert Nieminen,
Florida Registration No.59166 Florida DCA ANE1983 P.E.on 09/25/2017.This does not serve as an electronically signed
-document.
CERTIFICATION OF INDEPENDENCE:
1. Trinity[ERD does not have, nor does it intend to acquire or will it acquire, a financial interel t in any company manufacturing or
distributing products it evaluates. i
2. Trinity[ERD is not owned,operated or controlled by any company manufacturing or dist ributing,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 IERD 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 ipermitting or design guidance unless retained
specifically for that purpose. !
I '
j
l ,
TRINITY ERD
ROOFING COMPONENT EVALUATION: j
1. SCOPE: !
Product Category: Roofing ;
Sub-Category: Underlayment '
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, 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
i 1504.3.1 Wind Resistance FM 4474 2011
1504.3.1 Wind Uplift UL 1897 i 2012
1504.6 Accelerated Weathering ASTM G155 2005
1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015
1507.3.3 Physical Properties FRSA/TRI April 20112'(04-12) 2012
3. REFERENCES:
!;
Entity Examination Reference I Date
ERD(TST6049) Physical Properties S40540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties S40540.11.13 11/19/2013
ERD(TST6049) Physical Properties 540540.03.14 03/26/2014
ERD(TST6049) Physical Properties S44870.04.14-2 I 04/02/2014
ERD(TST6049) Physical Properties S44870.04.14-3 I 04/02/2014
ERD(TST6049) Physical Properties S44870.04.14-1 04/10/2014
ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014
ERD(TST6049) Physical Properties 543530.02.14-1-R1 05/14/2014
ERD(TST6049) Physical Properties 543530.05.14 05/28/2014
ERD(TST6049) Physical Properties S40540.10.14 10/31/2014
ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015
j
ERD(TST6049) Accelerated Weathering SC8520.04
ERD(TST6049) Wind Resistance SC14045.05.17-111 : 06/07/2017
I 'UL,LLC.(QUA9625) Quality Control Multiple-Listing 1116814 12/10/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation I Exp.07/18/2020
4. PRODUCT DESCRIPTION:
4.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, !glass-mat; reinforced, sand-surfaced, SBS
modified bitumen roof underlayment,with a 36-inch sheet width;;meets ASTM D:1970.
4.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified
bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI Alpril 2012:;, ;
4.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering, glass-mat' reinforced, film-surfaced, SBS
modified bitumen roof underlayment;meets ASTM D1970.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen,iP.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, orlp'revious versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This,Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
I "
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization✓19503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.16048-116
TRI-BUILT Roof Underlayments;(800)516-1485 I Revision 6:09/25/2017
Page 2 of 6
, I I
i
� I I
' I
i
i
ERD
TRINITY I
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.
i
5.5 Allowable Roof Covers: y
TABLE 1: ROOF COVER OPTIONS I{
Asphalt �; I Wood Shakes
Underlayment Shingles Nail-On Tile Foam-On Tile Metall &Shingles
Slate
Tri-Built Sand-R SA Shingle
Underlayment Yes No No No Yes Yes
I �
Tri-Built S/A HT TU Yes
Underlayment Yes Yes See 5.5.1 Yes Yes Yes
Tri-Built Smooth HT S/A Yes No No Yes I Yes Yes
Underlayment
5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives I Underlayment combinations.
u ,.� I, 1
TABLE 1A:ALLOWABLE TILE ADHESIVE/UNDERLAYMENT COMBIN�YTIUNS
Adhesive Florida Product Approval �� llnderlayments
ICP Adhesives Polyset®AH-160 FL6332 Tri-Built S/A HT TU Underlayment
Dow TileBondTI FL22525 Tri-Built S/A HT TU Underlayment
5.6 Allowable Substrates:
5.6.1 Direct-Bond to Deck:
! Tri-Built Sand-11 SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment 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. '
While not required over plywood,OSB or Southern Yellow Pine substrates,.TRI-BUILT Materials Group,LLC
recommends priming the deck if the final roof cover is not slated for installatidn within 24 hours. Note:
TRI-BUILT Materials Group, LLC 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:
Tri-Built Sand-R SA Shingle Underlayment;'Tri-Built S/A HT TU Underlayment o'r Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roofcoverings, 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),j,insulation attachment shall be
designed by a qualified design professional and installed based on testingof the insulation/underlayment
i_ system in accordance with FM 4474,Appendix D or TAS 114,Applendix J.
'Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-116
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 I Revision 6:09/25/2017
Page 3 of 6
I
i.
I
1,QI
1'11,1TRR1N1TY ERD
5.6.3 Bond to Mechanically Attached Base Layer:
Tri-Built Sand-11 SA Shingle Underlayment,Tri-Built S/A HT TU Underla Iment 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,)base layer shall be attached per
minimum codified requirements. For installations under foam-on the systems (Tri-Built S/A FIT 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)
j 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 in 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 fort in I!oad resistance based on
allowable wind loads and reflects the ultimateassin �`
p g 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),Appendix A,Table 1A 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 toi satisfaction of Authority
Having Jurisdiction. "
Primer: (Optional)ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment,self-adher i�d.
#2 Maximum Design Pressure=-67.5 psf:
Deck: Structural concrete to meet project requirements t i satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A FIT TU Underlayment,self-adhered.
#3 Maximum Design Pressure=-150.0 psf: I
Deck: Min. 15/32-inch APA-rated BCX plywood (may' be ins ltalled C,-side up) to meet project
requirements to satisfaction of Authority Having Jurisdiction. i
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: 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,voids,land 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. I
Base Sheet: Soprema Sopra-G or Modified Sopra-G-mechanically attached with nails (FBC 1517.5.1)
i and tin caps(FBC 1517.5.2)spaced 6-inch o.c.at the 4hrich 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-adher d. f
j
l i
Exterior Research and Design,U.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION I FL16048-R6
TRI-BUILT Roof Underlayments,(800)516-1485 Revision 6.09/25/2017
Page 4 of 6
i I
i
'Qj, IT"TRINITY ERD
5.6.4.1 For mechanically attached.Base Sheet,the,maximum design pressure forthe selected assembly shall meet
or exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A.
Alternatively, the maximum design pressure for the selected assembly(shall meet or exceed the Zone 1
design pressure determined in accordance with FBC 1609. In this case;' Zones 2 and 3 shall employ an
attachment density designed by a qualified design professional'to resisrtthe elevated pressure criteria.
Commonly used methods are ANSI/SPRI .WD1, FM Loss Prevention�i'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 1016)fo,r Zone X2/3 enhancements.
5.7 Exposure Limitations:
,
Tri-Built Sand-R SA Shingle Underlayment or Tri-Built SmoothHT S/A'Underlayment shall not be left
exposed for longer than 30-days after installation
Tri-Built S/A HT TU Underlayment shall not'be left exposed for longer than'180-days after installation.
5.8 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12)):
I
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 byusing blattens during loading of the roof
tiles. l
r�
TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTA fIATIONS
j Maximum
Underlayment Tile Profile jStaging Method
Slope
Flat I:Max.10;-tile stack 6:12
i
Lugged II Max.10;-tile stack 5:12
I Max.104ile stacki(bott=12-tile stack
shall be inverted,followed by 8 tiles high 6:12
on slope,as shown below)
Tri-BuiltS/A HT TU
Underlayment
Lugged
I a
Ell
i!7
' 1
I I ,
I � I
„ I
I
1 I
r' I
I I
II I
� I
I �
` I
I' I
I I
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-116
Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION i FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 5 of 6
i I
i
Q:,"'TRINITY I ERD
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance withTRB
I- UILT 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=R SA Shingle Underlayment,Tri-Built S/A HT TU nderlayIment or Tri-Built Smooth HT S/A
Underlayment:
6.3.1 Shall be installed in compliance with the requirements for ASTM D 1970 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, TRI-BUILT Materials Group, LLC recommends)'priming the deck if the final roof
cover is not slated for installation within 24'hours.
I
Apply sheet parallel to the roof edge. Roll out approximately 10-ft of membrane and peel back the first 3
ft of release film. I i
Adhere the exposed part to the substrate and,unroll the remaining membrane as far as possible.
� I
Once the entire length of membrane is in place, peel-off the release film diagonally while holding the
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, LLCI'iecornmencls back-nailing in the
overlap area at the top of the sheet at 12-inch o.c.
1 For Valleys and Ridges: Cut underlayment into 4 to 6 foot length's. Peel the release paper and center sheet
' over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys,apply the sheet starting at the lowest;point and work,upward.
•6.3.3 Tile Applications(Tri-Built S/A HT TU Underlayment 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 foe'wind,resistance limitations that
fall outside the scope of FRSA/TRI April 2012(04-12).
I• � t
Tile shall be loaded and staged in a manner that prevents tile slippage; and/or damage to the
underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LL'C published requirements for the
staging.
I
7. •BUILDING PERMIT REQUIREMENTS:
II?i
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
' I
8. MANUFACTURING PLANTS:
Gulfport,MS
9. QUALITY ASSURANCE ENTITY:
UL,LLC,QUA9625;(314)578-3406;k.chancellor@us.ul.com
I
-END OF EVALUATION REPORT-
1 I
Exterior Research and Design,U.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
1 Page 6 of 6
i• I I
� I
I
I I