HomeMy WebLinkAbout1901-0308 (3) 8/16/2018 Florida Building Code Online
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Product Approval Menu->�Product or'AWAi:gtion Sezrch>Awlication List>Application Detail
,FL#p FL18355-114
�~ J Application Type Revision
'Code Version 2017
Application Status Approved
Comments
I ,
Archived
Product Manufacturer TAMKO Building Products,Inc.
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
i
kerri_eden @tamko.com:
Authorized Signature Kerri Eden
kerri—eden@tamko.com
i
Technical Representative Kerr!Eden
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 .Ext 2305
kerrL-eden@tamko.com
i
Quality Assurance Representative
i
i Address/Phone/Email ,
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Zachary R.Priest
Evaluation Report
Florida License PE-74021
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 01/07/2019
Validated By Locke Bowden P.E.
a Validation Checklist-Hardcopy Received
Certificate of Independence F418355 R4 COI TBP15001.4 2017 FBC Eval Report Shingles final.Rdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D 3161 2016
ASTM D 3462 2010
ASTMD D 7158 2011
TAS 100 1995
Equivalence of Product Standards
Certified By Approved Testing Lab
FL18355 R4 Eauiv :UL letter for standards for FBC 2017.pdf
hftpsJ/www.floridabuilding.org/pr/pr app_dd.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKzDIM2Xu9wuWmY6PQIJlukQ%3d°/`3d 1/2
C
8/16/2018 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/25/2017
Date Validated 09/27/2017
Date Pending FBC Approval 10/08/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
118355.1 Glass-Seal,Elite Glass-Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles I
? Heritage,Heritage Premium,
Heritage Woodgate,Heritage
Vintage,Hip and Ridge,and Vintage }
Hip and Ridge Shingles C
Limits of Use ,Installation Instructions
Approved for use in HVHZ:Yes FI 18355 R4 II TSP15001 4 2017 FBC Eval Report Shingles i
Approved for use outside HVHZ:Yes fnaaLR&Lf
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. f Evaluation Reports {
1 FI 1 8355 R4 AE TSP15001.4 2017 FBG Eval Report Shingly i
inal.pdf
j Created by Independent Third Party:Yes 1
Contact Us::2601 Blair Stone Road Tallahassee Fl 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Cooyriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mall 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 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:
Credit Card
Safe
.https://www.floddabuilding:org/pr/pr app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKzD1M2Xu9wuWmY6PQIJIukQ%3d%3d 2/2
- Certificate of Authorization No.29824
RE
17520 Edinburgh Dr
Tampa,FL 33647
TECHNICAL SERVICES, LLC (8131480-3421
EVALUATION-REPORT FLORIDA BUILDING-CODE,6T"EDITION(2017)
Manufacturer. TAMKO BUILDING PRODUCTS Issued September 25,2017
i 220 West 0 Street
Joplin,MO 64801
(417)624-6644,
Manufacturing Plants: Joplin,MO
Phillipsburg,KS
Frederick,MD
I Dallas,V
Tuscaloosa,:AL
Quality Assurance: UL LLC(QUA9625)' -
SCOPE
i
Category: Roofing
Subcategory: Asphalt Shingles.
Code Sections: 1504.1.1,T60TZ5,1507.2.7.1;1523.6.5.1
'Properties: Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES
jEnti Report No. Standard Year
PRI Construction Materials Technologies(TST5878) TAP-04302-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-051-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-05402-01 TAS 160 1995
i i PRI Construction Materials Technologies(TST5878) TAP=11402-0T• TAS 100 1995
;PRI Construction Materials Technologies(TST5878) TAP-117-02-01 TAS 100 1995
PRI Construction Materias Technologies(TST5878) TAP-130-02-01 TAS 100 1995
PRI Construction Matedais Technologies(TST5878) TAP-131-02-01 TAS 10D 1995-
PRI Construction•Materials Technologies(TST5878) TAP-165-02-01 TAS 100 :1995,
PRI Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 1995
PRI Construction,Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1995
;•PRI Construction Materials Technologies(TST5B78) TAP7314-02-01 Rev 2 TAS 100 1995
1 PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)(D1
I PRI Construction Materials,Technologies(TST5878) TAP-317-02-01 TAS 100 1995
i UL LLC.(TST9628) 02NK9507 ASTM D 3161 2016
UL LLC(TST9628) 04NK24366 ASTM D 3462_ 2010A
UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)e1
uL 2390
ASTM D 7158 . 2011
UL LLC(TST9628) 06NK03898 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 08CA59132 ASTM D 3161 2016
UL LLC(TST9628) 09NK07896 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) IOCA50498 ASTM D 3462 2010A
UL LLC(TST9628) 10CA64882 ASTM D 3161 2016
UL LLC(TST9628) 11NK14014 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 12CA24551 ASTM D 3161 2016
UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1
UL LLC(TST9628) 4787043752 ASTM D 3161 2016
UL LLC(TST9628) 4787148746 ASTM D 7158 2011
ASTM D 3161 2016
ASTM D 3462 2010A
CREEK Technical Services LLC(ANE11669) T.BP15001.3 Calculations 2017
TBP15001.4 FL18355-R4 Page 1 of 11
This evaluation report is provided for State of Flodda.product approval under Rule 61020-3. The manufacturer shall notify CREEK
Technical-Services,LLC of any product changes or quality assurance changes throughout the.duration for which this ieport'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
PRODUCT DESCRIPTION
Elite Glass-Seal@ 12-1/4" x 36",ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D-3462.
Glass-Seal 12-1/4"x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass-Seal 12-1/4"x 36",ASTM D 7158, Class H self-sealing,3-tab asphalt shingle with fiberglass.
(Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying
with ASTM D 3462. Shingles shall be used in the non-HVHZ only.
Heritage@ 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Joplin,Phillipsburg& complying with ASTM D 3462.
Tuscaloosa)
Heritage@ Premium 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Phillipsburg& complying with ASTM D 3462.
Tuscaloosa)
Heritage@ Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage@ Vintage@ 17-1/2"x 40",ASTM D 3161,Class F and ASTM D 7158,Class H fiberglass reinforced,
(Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage@ Woodgate 13-1/4" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
Heritage@ Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural
(Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles
shall be used in the non-HVHZ only.
Hip and Ridge Shingles 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt
(Frederick&Joplin) shingle surfaced with mineral granules complying with ASTM D 3462.
Vintage@ Hip and Ridge 12"x 12",ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
(Phillipsburg) surfaced with mineral granules complying with ASTM D 3462.
TBP15001.4 FL18355-R4 Page 2 of 11
This evaluation report is provided for State of Florida product approval under Rule 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.
TAMKO BUILDING PRODUCTS
Lir Asphalt Shingles
TECHNICAL SERVICES,LLC;
INSTALLATION
:Elite Glass-Seat® Basic Wind.Speed(Vint): Max.194 mph
(Frederick,Joplin,& Basic Wind Speed(Vaw):, Max.150 mph
.Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
i & Solidly sheathed min. 19/32 in, plywood or wood plank for
'Glass=Seal new construction; Vin.' 15/32-' Irl. plywood existing
(Frederick,Joplin(Non- construction.
HVHZ)&Tuscaloosa) Deck(Non-HVHZ): in accordance with FBC requirements; '
Solidly sheathed min. 15132 In.plywood or wood plank for
new construction;Min.7/16 in.OSS existing construction.
Undedayment; in accordance with FBC requirements.
Min.slope:, 2:12 and in,accordance.with FBC.requirements. Refer to
the manufacturers application instructions when installing
tshingles at slopes greater than 21:12.
Installation(HVHZ): ' Installed with 5-1/8 inch exposure in accordance with RAS
I 115 and manufacturer's published Installation instructions.
Shingles shall'be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-1/8-inch exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattem"detailed below.
NAILS.
Naffing - -716°
AIt7T= -
Butt
Edge,.
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern(Non-HVHZ only)
NAILS
i
i
NaIIIng —..... .--:... ---_ _....`..._ _..._�..-----
Area _ ....... _. ........ — �.._. --
I
Butt Edge
Figure 2. Elite Glass-Seat&Glass-Seal
6 Nail Pattern
TBP95001.4 FL18355 R4 Page 3 of l l
This evaluation report is provided for-State of Florida product,approval under Rule 61620-3. 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.
t
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage® Basic Wind Speed(Vit): Max.194 mph
(Dallas,Frederick,Joplin, Basic Wind Speed(Vew): Max.150 mph
Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 19132 in. plywood or wood plank for
Heritage®Premium new construction; Min. 15/32 in. plywood existing
(Dallas,Frederick construction.
Phillipsburg.&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 15132 in. plywood or wood plank for
Heritage®Woodgate new construction;Min.7/16 in.OSB existing construction.
(Dallas&Frederick) Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application Instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ): installed with 5-5/8 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-5/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattem"detailed below.
FASTENERS NAIL ZON E
COMMON
BOND
EXPOSURE 5-5/8"
1" h- 12-1/2"-►IL- 12-318" -►�- 12-1 I2'� �--1"
Figure 3. Heritage®,Heritage®Premium,and Heritage®Woodgate(Dallas)
4 Nail Pattern(non-HVHZ only)
FASTENERS NAIL ZONE
COMMON
BOND
EXPOSURE 5-518"
1� h-7-1/2"-�-7-i/2"-►h- 73/8"-�7-1/2°-�-7-112"-►I �1
Figure 4. Heritage®&Heritage®Premium
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 4 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
TAMKO-BUILDING PRODUCTS
-'
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
NAIL ZONE/
ASTENERS COMMON BOND
6-178° EXPOSURE 5 5/8"
1 �7-112+7-1/2101007-M+-1/2+7-1/2A4 k—T'
Figure 5. Heritage®Woodgate
6 Nail Pattern
►�1"i1°�=12-1/2"
Common Bond
FASTENERSEl
N �
co
1 �x
+W
- 39-318"
Figure 6. Heritag_eOFHeritage@.Premium,&Heritage®Woodgate
Alternate 6 Nail Pattern
PAINT
LINE
7-7/8° -- -- —_}NAIL ZONE
EDGE OF
6-1l8° COMMON
BOND
EXPOSURE
5-5/80
ACCEPTABLE'
FASTENER LOCATION
DO.NOT FASTEN
ALONG EDGE SOF _
COMMON BOND
PREFERRED
FASTENER
LOCATION
i
Figure 7. Heritage®(Tuscaloosa)
Expanded Nail Zone
Nail patterns from Figures 3,4,and 6 may be placed in the nail zone as described above
TBP15001.4 FL18355-R4 Page'5 of 11
This evaluation report is provided for State of Florida product approval,under Rule-6,11G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any-product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty;installation,recommended use,or other product attributes that are not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage@ Premium Basic Wind Speed(Vwt): Max.194 mph
(Frederick) Basic Wind Speed(V8-,d): Max.150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;Min.7116 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12..
Installation(HVHZ): Installed with 5 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONE/
FASTENERS COMMON BOND
51/2" EXPOSURE 6"
12" —►�-- 11"�( �1��
Figure 8. Heritage®Premium(Frederick)
4 Nail Pattem(non-HVHZ only)
NAIL ZONE/
FASTENERS COMMON BOND
51/2" OSURE 5"
I I [I E
ql
1"—� 91/2 9°
Figure 9. Heritage@ Premium(Frederick)
6 Nail Pattern
TBP15001.4 FI-18355-R4 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.
CREEK Asphalt
BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
i
Heritage®Woodgate Basic Wind Speed(V„it): Max.194,mph
(Frederick) Basic Wind Speed(V0.d): Max.150-mph
-Deck(Non-HVHZ): In accordance with AC requirements;
i Solidly sheathed min. 15132 in. plywood or wood plank-for
new construction;Min.7116 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
i Min.slope: 2:12 and in accordance with FBC.requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation (Non-HVHZ): Installed with 5, in. exposure In accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONE/
FASTENERS COMMON BOND
EXPOSURE 9
Figure 10. Heritage®Woodgate(Frederick)
4 Nail Pattern(non-HVHZ only).
NAIL ZON V
FASTENERS' FE
COMMON BONA
t 112"
9-im �70
1 Figure 11.'Heritage®Woodgate(Frederick)
6 Nail Pattern
i
TBP15001.4, FL18355•R4 Page.7 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.
�- np TAMKO BUILDING PRODUCTS
CREEK j� Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Vintage® Basic Wind Speed(Vot): Max.194 mph
(Phillipsburg) Basic Wind Speed(Vega): 'Max.150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15132 in. plywood or wood plank for
new construction;Min.7116 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 than 21:12.
Installation(HVHZ): Installed with 5 in. exposure in accordance with RAS 115
and manufacturers published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"5 Nail
Pattern"or"6 Nail Pattern"detailed below.
Oar
5 mg—t I rxpos�
6„ Ferias Nail
Ona
—— —— —— —— — ——
7 7.712"
5"
upp=re
41A'-1�--?1M• 9-VS—�-97At'
Figure 12. Heritage®Vintage®
5 Nail Pattern(non-HVHZ only)
wars � Notdti
TFhsmfen y
Lane
Bill—
S
Figure 13. Heritage®Vintage
6 Nail Pattem
TBP15001.4 FL18355-R4 Page 8 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
�(CREEK TAMKO BUILDING PRODUCTS
If
Asphalt,Shingles
TECHNICAL SERVICES,LLC
;I
'Hip&Ridge Basic Wind Speed-(V,,It): Max.194 rnpb
(Frederick&Joplin) Basic Wind Speed(Vasd): Max.150 Mph
Deck�(HVHZ): In accordance with FBC requirements;
'Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with'FBC rqqul,Irements;
'Solidly sheathed,min. 15132 in.,plywood or wood plank for
�new constructon;,Min.7/16 in.0S13 existing construction.
Undedbyment: In accordance with FBC requirements.
'Min.sio0e:, .2:12 and in accordance with FBC requirements.
Installation: installed with 5-1/8 inch exposure in accordance with the
FBC and manufacturers published installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
Direction Of prevalling'W-10dr
putt 5-1/8"exposure
neiv-
Fn]
Start
here
Figure 1 exposure
ISO lip
SAIN 11�
Fastener
Fatsteiner
Figure 2, Figure 3
Figure 14. Hip&Ridge(Frederick&Joplin)
TBP15001.4 FL18355-R4 Page 9.of 11
This evaluation report is provided for State of Florida-product approval under:Rule,61 G20-3. The manufacturer shall notify-CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for,which this rep-ort.1s,va I lid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
CREEK
TAMKO BUILDING PRODUCTS
Asphalt Shingles
' TECHNICAL SERVICES,LLC
Vintage®Hip&Ridge Basic Wind Speed(Vuu): Max.194 mph.
(Phillipsburg) Basic Wind Speed(Vead): Max.150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing _
construction.
Deck(Non-HVHZ): in accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Underiaymerit: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements.
Installation: Installed with 5 inch exposure In accordance with the FBC
and manufacturer's published installation instructions. The
direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing wind
Start 511 exposure
ereY
-t II
Start
here 5" exposure
Figure 1
1"
Fastener
�I Fastener k
n
Figure 2 1�4 Figure 3
Figure 15. Vintage®Hip&Ridge(Phillipsburg)
TBP15001.4 FL18355-R4 Page 10 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.
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
t TECHNICAL SERVICES,LLC
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and.in accordance with FBC requirements.
3) The mean roof height shall be.restricted to a maximum 33 ft In the HVHZ.
4) Classification to ASTM D 7168 applies to exposure B&C with a building mean roof height of 60-ft or less.
5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck..
7) Installation of the evaluated products shall .comply with this report,. the FBC, and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail.
8) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code,6s'Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
�0 E Ns'•R�Fs���� 2017.09.25
i '�• �' F • >' lJ /�
No 74021 = -- 11 :31 :41
:jr- -04'00_'
3 STATE OF *14/
'•.;c� Q P,.•���.` Zachary R.Priest,P.E.
r��� SOiVAi E , Organization No RegistrationFlorida J.
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.
i
END OF REPORT
TBP15001.4 FL18355-R4 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 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.
MIAM1i17 MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 111805 SW 26 Street,Room 20$
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2.474
j 'T(786)'315-725901'F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) avway.m�a�nidadc.Eo�/economy
Lomanco,Inc.
2101 West Main Street
' Jacksonville;AR-72076
i
j SCOPE:
This NOA is being issued under the applicable rules and regulations,governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid.after the-expiration date stated below.The.Miami-Dade County Product Control Section
.(in Miami-Dade County)and/or the AHJ(in areas other than Miami=Dade County)'reserve the right to have this
product or material tested for quality assurance purposes.If this product of material fails to perform in the accepted
manner,the manufacturer will incur the.expense of such testing and the AHJ may immediately revoke,modify,or
suspend the use-of such product or materiaf within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami-Dade County Product Control Section that this product.or material fails to meet the
requirements,of the applicable building code.
This product is approved as described-herein,and has been designed.to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: VUR&LPR Ridgeyents
.LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following
statement:'Miami-Dade County Product Control Approved",unless otherwise noted herein_
RENEWAL of this NOA.shall be considered after.a renewal application has been filed and there has been no change
in the,applicable building code negatively affecting the performance of this product.
i
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,
for sales,advertising or any,other purposes shallautomatically terminate this NOA.Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT The NOA number preceded by the words Miami Dade County, Florida,. and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION:.A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall�;be available for inspection at the job•site at the request of the Building Official.
i
This NOA renews NOA No.11-0602.01 and consists of pages I through:4.
The submitted documentation was reviewed by Gaspar J Rodriguez.
i
NOA No.;16-0510.24.
MIAM4[u1DE COUNTY Expiration Date:. 08/17/21
JAPPROVED1. Approval Date: 07/28!16
Page 1 of 4
ROOFING COMPONENT APPROVAL
Categorv:, Roofing
:Sub-Category: Ventilation
Material: Aluminum
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED By APPLICANT:
Test Product
Product Dimensions Specification Description
VUR Ridgevents 2": Height TAS 100(A) Aluminum static louvered roof ridge
.8.125":Width ventilation system.
10'":Length
0.025": Min.thickness
LPR Ridgevents 3.625":Height TAS 100(A) Aluminum static tatic louvered roof ridge
9.875":Width ventilation system.
Tand 10':Length
0.025": Min.thickness
MANUFACTURING LOCATION
.1. Jacksonville,AR
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
Intertek-ATI F7517.01-801-18 TAS 100(A) 07/08/16
NOA No.:16-0510.24
MIAMI-DADECOUNTYM Expiration Date: 08/17/21
Approval Date.- 07/28/16
Page 2 of 4
APPROVED ASSEMBLIES:
Trade names: VUR&LPR Ridgevent
System Type C: Mechanical attachment of static ridge vent over-composite shingles.
Cutout: Refer to manufacturer's published literature
Installation: Install end plug on the end of the vent sealed with`100%silicone sealant. VUR&&LPR
Ridgevent shall be 6"longer than ventilation slot as to provide a base for the end plug.
Apply'14'wide bead of 100% silicone sealant:caulkto.the bottom flange of the VUR&LPR
Ridgevent sections'close to where roof hole will be after vent is installed. Align end of first
section on the endmarks and the bottom of the nailing flange on the chalk line(4"down on
both sides of the ridge.peak for VUR vent;S%4"down on both sides of the ridge peak for LPR
vent). Nail the VUR&LPR Ridgevent in place using 1 I gauge 2"galvanized smooth shank
rmed holes,with the first nail 1%'to 2"form the vent end.
roofing nails through the factory fo
All nail heads and vent section joints,shall be sealed with"100%silicone sealant:
I install Hurricane Straps over each:end of ridge vent,all connections between sections and at 3'
i intervals over the remainder of the vent using four 1'/z"galvanized ring shank-roofing nails per
strap.
Ventilation
Calculations: Refer to manufacturer's published literature
Minimum Slope: 3:12
•
I �
NOA No.:.16-0510:24
MAWCADECo m Eipiration Date: 08/1.7/21
"• Approval Date:;07/28/16
Page 3 of 4
GENERAL UmTATiom:
1. Refer to applicable Building Code for required ventilation.
2. VUR&LPR Ridgevent shall comply with all applicable building odes.'
3. VUR&LPR Ridgevent shall not be installed on roof mean heights greater than D feet.
4. VUR&LPR Ridgevent shall comply with the Florida Building Code(FBC)
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building
Code and Rule 61 G20-3,of the Florida,Administrative Code.
DETAILS
LPR Ridgevent
5
— -------------
9 L
Z.': 120"
-7
or 9 6"—
VUR Ridgevent
2"PEF
END OF THIS ACCEPTANCE
NOA No.:16-0510.24
M 1. E U Expiration Date: 08117/21
IIIIIIIApproval Date: 07/28/16
Page 4 of 4
8/16/2018 Florida Building Code Online
SCIS-Home ,i Login User Registration .Hot Topics Submit5urrharge Stats&Fads Publications Contact Us aCIS site Map Links Search ,
d.b ; t
Product proval
r� PublKWic
Product APoroval Menu>.Product or Ap i'jcatian Search>
@Qplicati n-i t>Application Detail
i FL# FL16048-R6
Application Type. Revision
Code Version 2017
Application Status, Approved
i
Comments
Archived
Product Manufacturer"' Irl-Bullt Materials Group,-LLC
Address/Phone/Email PO BOX 70
Rutherfdrd,'N7 67070
'(800)516-1485
david.ruiz@iri6ulitmg.com
Authorized Signature David Rulz
david.raiz@tribuilt_mg,com
Technical Representative David Ruiz'
Address/Phone/Small 250 Route 17 North
East Rutherford,NJ 0707842-2449•(201)842-2449•
davi8.ruiz@tribuiltmateriaisgroup.cotr
Quality Assurance Representative
Address/Phone/Entail
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida License PE-59166
i Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 07/18/2020,
Validated By John W.Knezevich,PE
! Validation Checklist-Hardcopy Received
Certificate of Independence FL16048 R6 CQI 2017 01 COI Nieminen odf
i
i
Referenced Standard and Year(of Standard) standard Year
ASTM D1970 2015
ASTM G155 2005'
FM 4474 2011
FRSA/TRI April 2012(04-12) 2012
UL 1897 2012
Equivalence of Product Standards
Certified By
https://Www.floridabuilding org/pr/pr app_.dti.asox?param=wGEVXQwtD4tFPmdYiNDWrMpmtAnRQjv9FiYHTk4FLCxcgVtRhfvMw'lo3d%3d 112
!f
8/16/2018 Florida Building Code Online
Sections from the Code
'Product Approval Method Method 1 Option D
Date Submitted 09/25/2017
Date Validated 10/01/2017
Date Pending FBC Approval 10/03/2017
tate Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description --- ---_E
16048.1 {TRI-BUILT Roof Underlayments ;Self-adhering,modified bitumen roof underiayments �(
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 i BUILT UNDERLAYMENTS FL16048-R6.pdf
Impact Resistant:N/A i Verified By: Robert Nieminen PE-59166
Design Pressure:+N/A/-150 Created by Independent Third Party:Yes
Other:1.)The design pressure noted herein'pertains to use of I Evaluation Reports
1 foam-on the systems overtop the self-adhering underiayment FL16048 R6 AE 2017 09 FINAL ER TRI- E
for one particular application.See ER Section 5.6.4 for details. BUILT UNDERLAYMENTS FL16048-R6.pA
2.)Refer to ER Section 5 for other Limits of Use. Created by Independent Third Party:Yes
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::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to:thls 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 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 dick b&-e_
Product Approval Accepts:
r" � glen
Credit Card
Safe
https://www.floridabuilding.org/pr/pr app_ d.aspx?param=wGEVXQwtDgtFPmdYiNDWrwipmtAnR8jv9FiYHTk4FLCxcgVtRhfvMw°/a3d%3d 212
f •S
EXTERIOR RESEARCH&DESIGN,I.I.C.
Certificate of Authorization#9503
953 CHRISTIAN STREET UNIT#13.
} T I 8 i ERD OXFORD- CT 06478.
(203)262-9245
EVALUATION REPORT.
TRI;BlI1LT'11Aaterials Group,LCC Evaluation Report A42960.10.12-R6
PO Box 70 FL16048-R6
Rutherford,NJ 07070 Date of Issuance:10/25/2012
(800)516-1485 Advision•6: .09/25/2017
SCOPE:
This Evaluation Report is issued under-Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen,
P.E:for use of the product under the. Florida Building `Code and Florida Building Code, Residential Volume. The
products described herein have been'evaluated for compliance with the e'Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlaymerits
LABELING: Labeling shall be in accordance._with the requirements the Accredited Quality Assurance Agency noted
herein:
CONTINUED:COMPLIANCE:This Evaluation Report Is Valid until such time aS'th&named product(s)changes,the referenced
Quality'Assurance documentation changes;_or provisions of the Code that relate to the.product change.. Acceptance of
this Evaluation Report by the named .client constitutes agreement to notify Robert Nieminen, P.E. if.the product
Changes or.the.referenced Quality Assurance documentation changes. Trinity ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code-Cycle.
ADVERTISEMENT:The Evaluation Report number preceded by-the words "Trinityl.ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION:Upon request,a copy of this.entire Evaluation'Report shall be.provided to the user by the manufacturer or
its distributors andshall be available for inspection at the job site at the,request of the Building Official
This Evaluation-Report consists of pages 1 through 6.
Prepared by:
Robert J.M.Nieminen,P.E. 4FSe pN14 The facsimile seal appearinewas authorized by Robert Nieminen,
c
Florida(Registration No.59166,Florida DCA ANE1983 P.E.ono9/25J2017.This does not serve as an electronically signed
document.
I CERTIFICATION OF INDEPENDENCE: 3
1. ' TrinitylERD does not have, nor does it intend to acquire or will it acquire,a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinityl ERD Is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3.. Robert Nieminen,P.E.does not,have nor will acquire;a financial interest in any'company manufacturing or distributing products for
whlch'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.
f 5. This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E.are,in any way,the besigner of Record for any
project on Which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
l .
�'.. TR6NffY 4 ERD
ROOFING COMPONENT EVALUATION:
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 a Edition(2017)Florida Building Code through testing
in accordance with the following Standards. Compliance is subject to the Installation Requirements and,Limitations/
Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1504:3.1 Wind Resistance FM 4474 2011,.
1504.3.1 Wind Uplift UL 1897 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 2012(04-12) 2012
3. REFERENCES:
Entity Examination Reference Date
ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties 540540.11.13 11/19/2013
ERD(TST6049) Physical Properties 540540.03.14 03/26/2014
ERD(TST6049) Physical Properties 544870.04.14-2 04/6212014
ERD(TST6049) Physical Properties S44870.04.14-3 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-1 04/10/2014
ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014.
ERD-(TST6049) Physical Properties 543530.02.14-1-Rl 05/14/2014
ERD(TST6049) Physical Properties 543530.05.14 05/28/2014
ERD(TST6049) Physical Properties 540540.10.14 10/31/2014
ERD(TST6049) Physical Properties SC7645.02.15 . 02/13/2015
ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015
ERD(TST6049) Wind Resistance SC14045.05.17-R1 06/07/2017
UL,I.I.C.(QUA9625) Quality Control Multiple-Listing R16814 12/10/2015
UL,U.C.(QUA9625) Quality Control Service Confirmation 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 D1970.
4.2 Tri-Built S/A HT TUI Underlayment is a self-adhering, non-woven polyester fabric surfaced,SBS modified
bitumen roof underlayment;meets ASTM D1970,and FRSA/TRI April 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.
S. LIMITATIONS:
5.1 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 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 hof this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
Exterior Research and Design,LLC Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL36048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Paget of 6
t 4
} ... _ �rypy E dry[,
5.4 TR[-BUILT Roof Underiayments 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.
t S.5 Allowable Roof Covers:
TABLE 1:-Roof'Covift OPTIONS
Undertaymerst Asphalt Nail-on The Foam-On The Metal Shingles
Shakes Slate
Shingles &Shingles.
Tri-Built Sand-11SR Shingle Yes No Na 1Vo
Underlayment Yes Yes
Tri-Built S/A HT TU Yes
Underlayment Yes' Yes See 5.5.1 Yes , Yes Yes
. Tri-Bu11t Smooth HT S/A
Underlayment Yes No ` No Yes Yes Yes
5.5.2 "Foam-On Tice"is limited to use of the following Approved file adhesives J underlayinent combinations.
l' TABLE 9 A:ALLOWABLE.,TILE ADHE3f VE/LiNDERLAYMENT COMBtNAT10NS3
Adhesive Florida Product Approval Underlayrhents
ICP Adhesives Poiyset®AH 16d FL6332 Tri-Built SIA HT TU Underlayment
Dow TileBondl° FL22525 Tri-Built S/A HT TU Underlayment
5.6 Allowable Substrates:
5.6.1 Direct-Band to Deck:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Bullt S/A IIT TU Underlayment or Tri-Built Smooth HT SJA.
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
reco 'Mends priming the deck if the final roof cover isl not slated for installation.within 24 hours. Note:
t.111-BUILT Materials Group;'LLC requires tongue-and-groove board decking be covered with plywood or
OSB priorto installation of the'self-adhering'underlayment.
5.6.2 Bond-to-Insulation:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built SIA HT TU Underlayment 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 cove rings,'insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For Installations
under foam-on the 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 FIV"4474,Appendix D or TAS 114,Appendix J.
c
i
i Refer to Tile ivianufacturer's orAdhesive Manufacturer's Florida ProductApproval for Overturning Moment Resistance performance.
EgteAor Research and Design,LEc Evaluation Report A429.60.10.12-R6
Certif tate of Authorization 49503 6""'EDrnoN(2017)FOC NON-HVHZ EVALUAT{ON, F.C16048 R6
TRi-BUILT Roof Underlayments,(9001516-1485 Revision 6:09/25/2017
Page 3 of 6
� .
`
`.
`
TRINITY,ERD
5.6.3 .
Tri-Builtsand-n underlayment,Trl-Bullt S/ANTroWhderlmyment or Tri-Built Smooth HT S/A
wmue,mnmmmtapp|ied to'-
> ASTM D2IhType|p,Ufelt.
For installations under mechanically attached prepared roof coverings, base layer shall beattached per
minimum codified requirements. For installations under foam-on tile systems Ori'ou/lty/AoTTU
Underlayment only),base layer shall be attached per minimum requirements of FRSA/TRI Apiril 2012(04-
X2).
5.6.4 Wind Resistance for Underlayment Systems,in Foam-On Tile Applications: FRSA/TR1 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 theload-path. The following wind uplift limitations apply to direct-deck
underlayment systems that are not addressed in FRSA/TRI April 2012(0442)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 15u4ahas already been a»p|ied). Refer tprmsAfTRl April o012(o+12),Appendix/\Table 1A or
pBczenefor determination ofdesign wind pressures.
#z `
Deck:. � wUn, 15/s2-inch plywood to meet project;requirements'to xatisfaction of Authority
Having Jurisdiction,
Primer: (opbonaVASTM o4zorRES|S7DEXTERIOR PRIMER
undedavment' Tri-Built SIA mTTVUnd=rlavmentse|f-adhered.
#2
Maximum Design Pressure=-67.5 psf.-
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: SopremaEla,tomn|6ouc
Vndcdawnent: Td+muHSIA
#J .
Deck: Min. 15/32-inch APA-tated BCX plywood (may be installed C-side up) to meet project
requirements tvsatisfaction ofAuthority Having Jurisdiction.
Deck Preparation:Plywood shall be thoroughly deaued to remove dust and debris that may inhibit
adhesion' All sheathing fasteners shall be driven flush.xmtb the surface. All sharp
splinters and wood,projections shall beoomoved/sandwd.
pnmuc <opunna;nsuuaoEXTERIOR PRIMER
uodedavment: Tri-Built S/A HT TU Wmderlaymemt, self-adhered, shall be thoroughly nd| using hand
roller and/or weighted roller to ensure there are no voids,-and ensure there are no
voids/bridging atside and end-|ops.
#4
xom. 19/32+mm plywood to meet project requirements to satisfaction of Authority
*awn Jurisdiction.
�
Base Sheet: Soprema Sopra-d or Modified Sopra-G mechanically attached With nails(FBC 1517.5.1)
and tin caps(F8c15z7.5.2i spaced o'|mcko.catthe 4-inchlaps and a-Inchm.c.inthree,
'
equally spaced rows inthe center ofthe sheet.
underlapnem, Tri-Built S/AnTrU Unde,lavmemt,self-adhered.
Exterior Research and Design,LIC Evaluation Report A42960.10.12-R6
cer*nuate'fxvm"rizatm"me03 6"EDITION(zoo)mcwo^-xxozEVALUATION ,1.16048-116
TRI-BUILT Roof unawwupn,nts,pmmsm-148s Revision 6,09/25/2017
Page oovo
: TRIM TY'ERCP
5.6.4.1 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet
or exceed that required under FRSA/T.RI�April 2012(9412),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 1:609. In this case, Zones 2 and 3 shall employ an
'd attachment, density.designed by a qualified design professional to resist the elevated pressure criteria.
Commonly used methods are ANSI/SPRI WD1,, FM loss Prevention Bata 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 1-24(January 2016)for Zone:2/3 enhancements.
5.7 Exposure I-ImItatlons:
'Tri-Built Sand-R SA Shingle Underlayment or Tri-Built,Smooth HT S/A Underlayment shall not be left
exposed for longer than 30-dayS after installation
TH.-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 Am]2012(0412)):
When loading roof tiles on the underlayment in direct-deck tile assemblies,the maximum roof slope shall
be as follows. These slope limitations can only be exceeded by using battens during loading of the roof
tiles.
'TA6LE it-TILE SLIPPAGE timiTATioNs FOR DIRECT-DiCK TILE INSTALLATIONS
Underlayment Tile Profile Staging Method Maximum
Slope
Flat Max.10-tile-stack 6:12
Lugged Max.10-tile stack 5:12
Max.10-tile stack(bottom 2-tile stack
shall be inverted,followed by,8 files high 6:12
on slope,as shown below)
Ak
Tri-Built S/A HT TU
Underlayment
Lugged
4
Exterior Research-and Design;LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization 119503 e EDITION(2027)RIC NON.HVHZ EVALUATION FLi6048-R6
TRI-BUILT Roof Underlayrnents,(8W)516-1485 Revision 6:09/25/20-17
Page-5 of 6
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��[�
.
TRINITY~� v x ^°~=
6. *oSTAu,ATm»m;
0.1 TRI-BUILT Roof MndedaymentsshaU be installed in accordance with TRI-BUILT Material, Group, LLC
published installation requirements subject to the Limitations set forth in Section 5 herein and the
specifics noted below.
6.2Re-fasten any loose decking panels,and check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris prio r to application,and prime the substrate(if applicable).
a'3 Tri-Built Sand-R SA Shingle Underlayme.nt,Tri-Built S/A HT TU Underlayment or Tri-Built Smgoth HT SIA
6.3.1 Shall he /nsta/ledm compliance with the requirements for ASTM o1970 Underlayment /n pmc Table
1so7.1.1for the type vfprepared roof covering tobeinstalled: .
a3'2 Non-Tile applications:
While pnmnmo is optional,Tm-oo|cr Materials Group,I.m:r mmnenda priming the deck if the final roof
cover isnot slated for installation within 24hours.
Apply sheet naraUe|to the roof edge. 8nU out approximately 10 ft of membrane and peel back the first 3
ftofrelease film.
Adhere the exposed part tothe substrate andunnd|theremahsingmemb,uneasfaraspossib/e.
I
Once the entire length ofmembrane /s. n place, nee!'ciffthe release film diagonally while holding the
membrane tight. Firmly roll,broom urhand'pmssthelnenibraheinto place to'achieve abond.
Horizontal'seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6'
inches and�p�enednpt|cs,than Z~ftfrom vertical seams inthe course below,sealed inaccordance with
TRI-BUILT Materials Group'LLC requirements.
When installing atslopes above Ou2' TRI-BUILT Materials Group, LLC recommends back-nailing onthe
overlap aresutthe top ofthe sheet a¢12incho.c.
For Valleys and Ridges: Cut undedaymantinto 4m6 foot lengths.Peel the release paper and center sheet
over valley urridge. Drape and press sheet into place,working from the center ofthe valley vrridge in
each direction. For valleys,apply the sheet starting a1the lowest point and work upward.
6.3.3 Tile Applications(Tri-Built S/A HT TU Underlayment only):
Reference is made to pmSA/Tmi April 2012 (04s2) Installation Manual and Table I herein, using the
instructions noted above aaaguideline.
For h,am~untile applications,reference ismadetomectioos'6.4heeinformxndnsimaoue!(miu,dnnsd`n$
fall outside the scope cfFRsA/TR April 2012(04-12).
ll|c shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
undedayment. See Table oherein,and TRI-BUILT Materials Group, LLC published requirements for tile
gaging.
7. Bu/unmG PcwM/rRcqu/mEnnEmmS:
xarequired bythe Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Gulfport,NIS
9. C*uuunY ASSURANCE ENTITY:
UL,LLC—cWAao25;(a14)s7u'a40s/k.cha^meUv,@us.uicvnn
'END#pEVALUATION REPORT'
.Exterior Research and Design,LLC. Evaluation Report x*monuzz2-ns
Certificate ofm*m*maaon*9Say e'cumowpy1nFacmor+oxxzEVALUATION
T*omonnwm`derlaymem*(800)516-MS Revision 6:09/1$2017
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