HomeMy WebLinkAboutproduct approvalMODTEK ROOFING INC
CCC 1326977
2020 Old Dixie HWY SE, Vero beach FL 32962
Edward Zaluski 561-866-2088
CONTRACT
Submitted to: Rafeal Liming 772-579-9744
RE: ROOF REPLACEMENT for 7206 Cabana Lane Fort Pierce FL 34951
Initial Condition; Roof Appears to be aged, as well as two leaks reported.
Roof Area is measured to be 20 Squares (2000 s/f) in area of shingle roof as well as 5 squares of flat roof area.
1. Tear -off the existing roofing, replace damaged plywood, and re -nail the deck per Florida Building Code.
2. Install Flashings as necessary (gables, valleys)
4. Replace dripedge with galvaulume dripedge.
5. Replace all penetrations at no additional charge.
6. Flat roof will be replaced with a TPO system direct to deck.
7. Main roof will be dried in with a peel and stick (ice and water shield) underlayment
8. Shingle area will be replaced with a TAMKO Shingle with warranty once transferrable to next owner.
9. Shingles will be nailed to deck in accordance with manufacturer specifications, 6 nails per shingle.
1.0. Venting will be rigid plastic cobravent or equivalent on both ridges
11. Labor warranty will be 5 years, with the exception of hurricane/windstorm. Lifetime Warranty on shingle
12. Additional labor, with customer approval will be at the rate of $65.00 per man-hour plus materials plus 25°Io
13. Dispose of all debris off -site.
14, Clean the jobsite completely every day.
15. Coordinate with building department for all inspections.
Quotation for this scope of work is $12,200 plus any additional work
Twelve Thousand Two Hundred Dollars. ($12,200.00)
6/12/2020
Florida Building Code Online
r
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Product Approval Menu > Product or Application Search > App!ication List > Application Detail
FL #
FL18355-R5
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer TAMKO Building Products LLC
Address/Phone/Email PO Box 97
Galena, KS 66739
(417) 624-6644 Ext2305
kerri_eden@tamko.com
Authorized Signature Kerr! Eden
kerri_eden @tamko.com
Technical Representative Kerri Eden
Address/Phone/Email PO Box 1404
Joplin, MO 64802
(417) 624-6644 Ext2305
kerri—eden@tamko.com
Quality Assurance Representative
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 10/18/2021
Validated By Locke Bowden P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence FL18355 R5 COI TBP15001.5 2017 FBC Eval Report Shingles final.pdf
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 R5 Equiv UL letter for standards for FBC 2017.pdf
https://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKkMif%2br3jwmC7g7d%2b7hEyTQ%3d%3d 1/2
6/12/2020
Florida Building Code Online
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products -"-"- ----- - --
Model, Number or Name
Method 1 Option D
02/11/2020
02/11/2020
02/16/2020
04/07/2020
18355.1 Elite Glass -Seal, Heritage, Heritage
Premium, Heritage Woodgate,
Heritage Vintage, Hip and Ridge, and
s Vintage Hip and Ridge Shingles
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: See evaluation report for limits of use.
Description
ASTM D 3462 asphalt shingles and hip and ridge shingles
Installation Instructions
FL18355 R5 II TBP15001.5 2017 FBC Eval Report Shingles
finaI.pdf
Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
Evaluation Reports
FL18355 R5 AE TBP15001.5 2017 FBC Eval Report Shingles
final.pdf
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 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 45S, 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 .
Product Approval Accepts:
'S,a
( rc r d
Safe
https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKkMif%2br3jwmC7g7d%2b7hEyTQ%3d%3d 2/2
4
EVALUATION REPORT
Manufacturer:
TAMKO BUILDING PRODUCTS LLC
198 Four States Drive
Galena, KS 66739-0097
(417) 624-6644
Manufacturing Plants:
Joplin, MO
Phillipsburg, KS
Frederick, MD
Dallas, TX
Tuscaloosa, AL
Quality Assurance:
UL LLC (QUA9625)
SCOPE
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813) 480-3421
FLORIDA BUILDING CODE, C EDITION (201
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1
Properties: Physical properties, Wind Resistance, Wind Driven Rain
REFERENCES
Issued February 10, 2020
Entity
Report No.
Standard
Year
PRI Construction Materials Technologies (TST5878)
TAP-043-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-051-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-054-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-114-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-117-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-130-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-131-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-165-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-280-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-303-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-307-02-01
TAS 100
1995
PRI Construction Materials Technologies (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
1995
UL LLC (TST9628)
02NK9507
ASTM D 3161
2016
UL LLC (TST9628)
04NK24366
ASTM D 3462
2010A
UL LLC (TST9628)
05NK28006
ASTM D 6381
2008(2013)e1
UL 2390
ASTM D 7158
2011
UL LLC (TST9628)
06NK03898
ASTM D 3161
2016
ASTM D 3462
2010A
UL LLC (TST9628)
08CA59132
ASTM D 3161
2016
UL LLC (TST9628)
09NK07896
ASTM D 3161
2016
ASTM D 3462
2010A
UL LLC (TST9628)
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)
4787148748
ASTM D 7158
2011
ASTM D 3161
2016
ASTM D 3462
2010A
CREEK Technical Services LLC (ANE11669)
TBP15001.3
Calculations
2017
TBP15001.5
FL18355-R5
Page 1 of 10
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.
E—
CREEKTAMKO BUILDING PRODUCTS LLC
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
_.- .
ceramic granules complying with ASTM D 34q2___ -- - --- --
rf 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 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Frederick &
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Phillipsburg)
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.
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.
TBP15001.5 FL18355-R5 Page 2 of 10
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 LLC
CREEKAsphalt Shingles
TECHNICAL SERVICES, LLC
INSTALLATION
Elite Glass -Seal® (Frederick & Joplin)
Basic Wind Speed (Vuit): Max. 194 mph
Basic Wind Speed (Vmd): 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. 3/8 in. plywood, min. 15/32 in. wood plank or min. 7/16 in. OSB
for new construction; Min. 3/8 in. plywood or min. 7/16 in. OSB for 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 5-118 inch exposure in accordance with RAS 115 and manufacturer's
published installation instructions. Shingles shall be attached using "6 Nail Pattern"
detailed below.
Installation (Non-HVHZ):
Installed with 5-1/8-inch exposure in accordance with FBC requirements and
manufacturer's published installation instructions. Shingles shall be attached using
either "4 Nail Pattern" or "6 Nail Pattern" detailed below.
Nail Zone
00
L° Exposure
:36" i
Figure 1. Elite Glass -Seal
4 Nail Pattern (Non-HVHZ only)
Nail Zone
Figure 2. Elite Glass -Seal
6 Nail Pattern
TBP15001.5 FL18355-R5 Page 3 of 10
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.
TAMKO BUILDING PRODUCTS LLC
Asphalt Shingles
T C:HNiCAL SF- VICE , L.L,i:
eritage@ (Dallas, Frederick, Joplin, Phillipsburg & Tuscaloosa)
Heritage@ Premium (Frederick & Phillipsburg)
Heritage@ Woodgate (Dallas & Frederick)
Basic Wind Speed (V it): Max. 194 mph
Basic Wind Speed (Vasd): Max. 150 mph
Deck (HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32
in. plywood existing construction.
Deck (Non-HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 3/8 in. plywood, min. 15/32 in. wood plank or min. 7/16 in. OSB
for new construction; Min. 3/8 in. plywood or min. 7116 in. OSB for 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 5-5/8 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 Pattern" detailed below.
— "-*-- 12-1,•r°2°—► , 12-3/8„_ ►.— — 1� 1J,2„--�..1' t—
s-i
00
�4
Exposure
39-3/8,
Figure 3. Heritage@ & Heritage@ Premium
4 Nail Pattern (non-HVHZ only)
_..Nail Line
l I Exposure
39-3%8°
Figure 4. Heritage@ & Heritage@ Premium
6 Nail Pattern
TBP15001.5 FL18355-R5 Page 4 of 10
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
ti
TECHNICAL SERVICES, LLC
12-11/2"-,- 12-3/8:'
4,
60
Exposure
39-3/8"
Figure 5. Heritage® Woodgate
4 Nail Pattern (non-HVHZ only)
TAMKO BUILDING PRODUCTS LLC
Asphalt Shingles
Nail Line
- -------- ------- __.Nail Line
5-5 /8"
(b Exposure
- 12-112"
Figure 6. Heritage® Woodgate
6 Nail Pattern
FASTENERS
-- 12-1/2"
0 Common Bond
co
ff
Figure 7. Heritage®, Heritage® Premium, & Heritage® Woodgate
Alternate 6 Nail Pattern
TBP15001.5 FL18355-R5 Page 5 of 10
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 LLC
Asphalt Shingles
12-1/2`—32-3/8"--►;�--
i � }
Preferred Fastener Locations
Paint Line
------------- ---------------- -- - - Nail Zone
Co I —,Edge of
5-5/8" Common
s Exposure Bond
Acceptable Fastener Location
DO NOT FASTEN
ALONG EDGE OF
-------- i----
-_-_---_ COMMON BOND
01" "-Preferred Fastener Location
Figure 8. Heritage® (Tuscaloosa)
Expanded Nail Zone
TBP15001.5 FL18355-R5 Page 6 of 10
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.
1 'j TAMKO BUILDING PRODUCTS LLC
CREEKAsphalt Shingles
- TEcHNIC L SERVICES, LLC
Heritage® Vintage® (Phillipsburg)
Basic Wind Speed (V„it): Max. 194 mph
Basic Wind Speed (Vasd): Max. 150 mph
Deck (HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32
in. plywood existing construction.
Deck (Non-HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 3/8 in. plywood, min. 15/32 in. wood plank or min. 7/16 in. OSB
for new construction; Min. 3/8 in. plywood or min. 7/16 in. OSB for 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 "5 Nail
Pattern" or "6 Nail Pattern" detailed below.
xposure
Notch
�---1 a�a• � �+--7a tea•— ,"I
Figure 9. Heritage® Vintage®
5 Nail Pattern (non-HVHZ only)
Figure 10. Heritage® Vintage®
6 Nail Pattern
TBP15001.5 FL18355-R5 Page 7 of 10
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.
9t�
z
FE.CREEK
Hip & Ridge (Frederick & Joplin)
Basic Wind Speed (V,,,t): Max. 194 mph
Basic Wind Speed (Vasa): Max. 150 mph
TAMKO BUILDING PRODUCTS LLC
Asphalt Shingles
Deck (HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132
in. plywood existing construction.
Deck (Non-HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 3/8 in, plywood, min. 15/32 in. wood plank or min. 7116 in. OSB
for new construction; Min. 3/8 in. plywood or min. 7/16 in. OSB for existing construction.
Underlayment:
In accordance with FBC requirements.
Min. slope:
2:12 and in accordance with FBC requirements.
Installation:
Installed with 5-1/8 inch exposure in accordance with the FBC and manufacturer's
published installation instructions. The direction of the exposed end shall be away from
the prevailing wind.
Directions of prevailing wind
exposureStart 5-1/8"
fl]
Figure 1
C " Fastener
r-,4-W8-
Figure 2
Figure 11. Hip & Ridge
a -Isar._ exposure
Figure 3
TBP15001.5 FL18355-R5 Page 8 of 10
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.
TAMKO BUILDING PRODUCTS LLC
CREEKAsphalt Shingles
TECHNICAL SERVICES, LLC
Vintage® Hip & Ridge (Phillipsburg)
Basic Wind Speed (Vuit): Max. 194 mph
Basic Wind Speed (Vag): 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. 3/8 in. plywood, min. 15/32 in. wood plank or min. 7/16 in. OSB
for new construction; Min. 3/8 in. plywood or min. 7/16 in. OSB for existing construction.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements.
Installation: Installed with 5 inch exposure in accordance with the FBC and manufacturer's
published installation instructions. The direction of the exposed end shall be away from
the prevailing wind.
Direction of prevailing wind
Figure 1
99
`Fastener
5-112"
Figure 2
u expv5uru
{ 99
5 '
I F stener
r �-5-1/2"
1/4" Figure 3
Figure 12. Vintage® Hip & Ridge
TBP15001.5 FL18355-R5 Page 9 of 10
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.
CREEKTAMKO BUILDING PRODUCTS LLC
Asphalt Shingles
A 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 7158 applies to exposure B & C with a building mean roof height of 60-ft or less.
5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck.
7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail.
8) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P-E. have demonstrated compliance with the Florida Building
Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
0,RY11
eR �fl3°t11i
No 74021
�53 STATE OF
CERTIFICATION OF INDEPENDENCE
2020.02.10
17:16:22
-05'00'
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE11669
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
TBP15001.5 FL18355-R5 Page 10 of 10
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.
6/5/2020
Florida Building Code Online
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCI5 Site Map links Search
:IProduct Approval
y - USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
FL16048-R6
Revision
2017
Approved
QA entity has been called into question. 05/11/2020
Tri-Built Materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800)516-1485
david.ruiz@tribuiltmg.com
David Ruiz
david.ruiz@tribuiltmg.com
David Ruiz
250 Route 17 North
East Rutherford, NJ 07073
(201) 842-2449
david. ru iz Otri b u i Itmateria isg ro u p, co m
Roofing
Underiayments
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
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
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL16048 R6 COI 2017 01 COI Nieminen pdf
Standard
Year
ASTM D1970
2015
ASTM G155
2005
FM 4474
2011
FRSA/TRI April 2012 (04-12)
2012
UL1897
2012
https:llwww.floridabuilding.org/prlpr app dtl.aspx?param=wGEVXQwtDgtFPmdYiNDwrwipmtAnR8jv9FiYHTk4FLCxcgVtRhfvMw%3d°/a3d 112
6/5/2020
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
Date Approved 12/12/2017
Summary of Products
FL — --
Model, Number or Name Description
i 16048.1
TRI-BUILT Roof Underlayments Self -adhering, modified bitumen roof underlayments i
Limits of Use
Approved for use in HVHZ: No Installation Instructions
FL16048 R6 II 2017 09 FINAL ER TRI Approved for use outside HVHZ: Yes BUILT UNDER( AYMENTS FL16048 R6 pdf
Impact Resistant: N/A Verified By: Robert Nieminen PE-59166
Design Pressure: +N/AJ-154 Created by Independent Third Party: Yes
Other: 1,) The design pressure noted herein pertains to use of ` Evaluation Reports
'foam -on tile systems overtop the self -adhering underlayment FL16048 R6 AE 2017 09 FINAL ER TRI for one particular application. See ER Section 5.6.4 for details. BUILT UNDERLAYMENTS FL16048 R6 pdf 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 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(i),
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, ES., please click here .
Product Approval Accepts:
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2l2
EVALUATION REPORT
TRI-BUILT Materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800) 516-1485
EXTERIOR RESEARCH & DESIGN, I.I.C.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
(203) 262-9245
Evaluation Report A42960.10.12-RG
FL16048-R6
Date of Issuance: 10/25/2012
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
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 6 h Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on o9/25/2017. This does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. Trinity lERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity lERD 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.
qua ER�
. I" a
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
1S07.2.4 / 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
S40540.02.13-1
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
S44870.04.14-2
04/02/2014
ERD (TST6049)
Physical Properties
S44870.04.14-3
04/02/2014
ERD (TST6049)
Physical Properties
S44870.04.14-1
04/10/2014
ERD (TST6049)
Physical Properties
S44870.04.14-4
04/10/2014
ERD (TST6049)
Physical Properties
S43530.02.14-1-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
ERD (TST6049)
Accelerated Weathering
SC8520.04.15
05/27/2015
ERD (TST6049)
Wind Resistance
SC14045.05.17-R1
06/07/2017
UL, LLC. (QUA9625)
Quality Control
Multiple -Listing R16814
12/10/2015
UL, LLC. (QUA9625)
Quality Control
Service Confirmation
Exp. 07/18/2020
4. P-RoDUCT DESCRIPTION:
4.1 Tri-Built Sand-R SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS ~'
modified bitumen roof underiayment, with a 36-inch sheet width; meets ASTM D1970.
_- firi=built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified
bitumen roof underiayment; 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.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
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.
Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6
Certificate ofAuthorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 2 of 6
5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is
specifically referenced within FBC approval documents. If not listed, a request may be made to the
Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.5 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
Underlayment
Y
Asphalt
Shingles
Nail -On Tile
Foam -On Tile
- -
Metal
Wood Shakes
Slate
-.
_ -
- A Shin gles-
--_,-_:---.----
Tri-Built Sand-R SA Shingle
Underlayment
Yes
No
No
No
Yes
Yes
Tn-Built S/A HT TU
Yes
Underlayment
Yes
Yes
See 5.5.1
Yes
Yes
Yes
Tri-Built Smooth HT S/A
Underlayment
Yes
No
No
Yes
Yes
Yes
5.5.1 "Foam -On Tile" is limited to use of the following Approved file adhesives / underlavment romhinatnnc
TABLE 1A: ALLOWABLE TILE ADHESIVE / UNDERLAYMENTCOMBINATIONS'
Adhesive
Florida Product Approval
Underlayments
ICP Adhesives POlyset" AH-160
FL6332
Tri-Built S/A HT TU Underlayment
Dow TileBond'"
FL22525
Tri-Built S/A HT TU Underlayment
5.6 Allowable Substrates:
5.6.1 Direct -Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ 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 installation 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 or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Dens Deck Prime; SECUROCK Gypsum -Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam -on 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 FM 4474, Appendix D or TAS 114, Appendix J.
Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R6
certificate of Authorisation #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL 16048-RG
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 3 of 6
5.6.3 Bond to Mechanically Attached Base Layer:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ ASTM D226, Type I or li 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 HT TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-
12).
5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where
the underlayment forms part of the load -path. The following wind uplift limitations apply to direct -deck
underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on the
applications. Maximum Design Pressure is the result of testing for wind load resistance based on
allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety
per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), 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 to satisfaction of Authority
Having Jurisdiction.
Primer:
(Optional) ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment:
Tri-Built S/A HT TU Underlayment, self -adhered.
#2 Maximum Design Pressure = -67 5 psf:
Deck:
Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer:
Soprema Elastocol 600c
Underlayment:
Tri-Built S/A HT TU Underlayment, self -adhered.
#3 Maximum Design Pressure = -150.0 psf:
Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project
requirements to satisfaction of Authority Having Jurisdiction.
Deck Preparation: Plywood shall be thoroughly cleaned to remove 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 roil using hand
roller and/or weighted roller to ensure there are no voids, and ensure there are no
voids/bridging at side and end -laps.
#4 Maximum Design Pressure = -60 0 psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1)
and tin caps (FBC 1517.5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three,
equally spaced rows in the center of the sheet.
Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered.
Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R6
Certificate afAuthoriaation #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRi-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 4 of 6
�# w E -a
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/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 resist the elevated pressure criteria.
Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing
Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in
Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
5.7 Exposure Limitations:
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
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))•
When loading roof tiles on the Underlayment in direct -deck tile assemblies, the maximum roof slope shall
be as follows. These slope limitations can only be exceeded by using battens during loading of the roof
tiles.
TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS
Underlayment
Tile Profile
Staging Method
Maximum
Slope
Flat
Max. 10-tile stack
6:12
Lugged
Max. 10-tile stack
5:12
Max. 10-tile stack (bottom 2-tile stack
shall be inverted, followed by 8 tiles high
6:12
on slope, as shown below)
,z
S,
Tri-Built S/A HT TU
,
Underlayment
Lugged
Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R6
Certificate ofAuthorizotion fl9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) 526-1485 Revision 6: 09/25/2017
Page 5 of 6
. $ i
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC
published installation requirements subject to the Limitations set forth in Section 5 herein and the
specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris prior to application, and prime the substrate (if applicable).
6.3 Tri-Built Sand-R SA Shingle Underla ment Tri-Built S A HT TU Underla ment or Tri-Built Smooth HT S A
Underlayment:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table
1S07.1.1 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.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel -off the release film diagonally while holding the
membrane tight. Firmly roil, broom or hand -press the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical seams in the course below, sealed in accordance with
TRI-BUILT Materials Group, LLC requirements.
When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back -nailing in the
overlap area at the top of the sheet at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys, apply the sheet starting at the lowest point and work upward.
6.3.3 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 for wind resistance limitations that
fall outside the scope of FRSA/TRI April 2012 (04-12).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile
staging.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Gulfport, MS
9. QUALITY ASSURANCE ENTITY:
UL, LLC —QUA9625; (314) 578-3406; k.chancel(or@us.ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, LLC.
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Evaluation Report A42960.10.12-R6
TRI-BUILT Root Underlayments, (800) 516-14SS FL160�s-
Revision 6: 09j25j201717
Page 6 of 6