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2121/2011 Florida Building Code Online
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Product Approval Menu>Product or Application Search>implication List>Application Detail
Df , FL# FL15216-R3
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer InterWrap,Inc.
Address/Phone/Email 32923 Mission Way
Mission, NON-US 00000
(551)574-2939
mtupas@interwrap.com
Authorized Signature Eduardo Lozano
elozano@interwrap.com
Technical Representative Eduardo Lozano
Address/Phone/Email 32923 Mission Way
Mission, NON-US 00000
(778)945-2891
elozano@interwrap.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
i 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 Intertek Testing Services NA,Inc. -QA Entity
Quality Assurance Contract Expiration Date 09/30/2019
Validated By John W. Knezevich, PE
v Validation Checklist-Hardcopy Received
Certificate of Independence FL15216_R3_COI_2017_Q1_COI_Nieminen.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970(tear) 2015
ASTM D226(physicals) 2009
I
Equivalence of Product Standards
Certified By
Sections from the Code
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https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgv3yVVKJZIQRAdhyI2u8kQGnf9ayHyTiLG8tWOuK8nwXA%3d%3d 1/2
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Product Approval
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Product Aooroval Menu>Product or Aoolication Search>Aoolication List>Application Detail
.p
FL# FL18355-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived i
Product Manufacturer TAMKO Building Products,Inc.
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kerri—eden@tamko.com
Authorized Signature Kerri Eden
kerri—eden@tamko.com
Technical Representative Kern Eden
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
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
I_i Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Zachary R.Priest
the Evaluation Report
Florida License PE-74021
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 01/07/2019
Validated By Locke Bowden
Validation Checklist-Hardcopy Received
Certificate of Independence FL18355 R4 COI TBP15001.4 2017 FBC Eval Report Shinales final.odf
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 2017.1)df
Sections from the Code
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I
hftps://floNdabuilding.org/pr/pr app_dd.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKzDlM2Xu9wuWmY6PQIJ... 12/19/2017
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY
: FILE # 4469251 OR BOOK 4168 PAGE 1305, Recorded 08/13/2018 12:29:47 PM
NOTICE OF COMMENCEMENT
Permit No. Property Tax ID No.
State of Florida,County of St.Lucie
The Undersigned hereby gives notice that improvement will be made to certain real property,and in accordance with
Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement.
Legal Description of property and address if available
13o1�(c�o�-0233—�_qK� *!K
General description of improvements �
Owner/lessee -VE2fl 50 f i,/ /Ngg ' �/
j Address . O. ! q3 ,)" J -CO43
Interest in property:
Fee Simple Title holder(if other than owner)
Address ��``�� ,,//^^ nn
Contractor 0� Phone# 40 Pi
Address t 5 Z Fax#
Surety Phone# °' e= a.,
Address Fax# 3> ;z H m o
Amount of Bond rn r�CD 0 0
�� n
��rz�o
Lender Phone#
021* ?,°,:=!
Address V q Fax# �:P0 0 4
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as I leams o=
by Section 713.13(a)7.,Florida Statues:
Name Phone#
T Cn
Address Fax# s cn
In addition to himself,owner designates -'' rn
Phone# Fax#
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Expiration date of nott
commencement is one year from the date of recording unless a different date is specified. WARNING TO OWNER:`
ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER
PAYMENTS UNDER CH.713.13,'F.S.,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE 30B SITE BEFORE THE FIRST INSPECTION. IF YOU INTENDTO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNE EFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF
COMM6NCMENT. 44- t
Vev/Yl/],/
Owner/Lessee w er's Lessee'sAutho ed irector/Partner/Manager/Signature
Signatory's TitieJOIT ee
State of Florida,County of &vi{R.l� ,/ //?
Aclmowled ed before me this ,day of u�� /�
20 ,by / ,
w is erson n to me r who has produced as identification.
g-A � to anis arez
gSignature of N Typ9INI& tm p (Seal)!
Title:Notary Public Commission Number. �R � www.AARONNOTARY.001u1
i
Certificate of Authorization No. 29824
CREEK
17520 Edinburgh Dr
Tampa,FL33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,6T"EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25, 2017
220 West 41"Street
Joplin, MO 64801
(417)624-6644
Manufacturing Plants: Joplin, MO
Phillipsburg, KS
Frederick, MD
Dallas,TX
Tuscaloosa,AL
Quality.Assurance: UL LLC(QUA9625)
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1
Properties: Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES
Entitv 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) 1 OCA50498 ASTM D 3462 2010A
UL LLC,(TST9628) 1 OCA64882 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
1 CREEK Technical Services LLC(ANE11669) TBP15001.3 Calculations 2017
TBP15001.4 FI-18355-R4 Page 1 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
I
I
I
c, F
TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
i
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 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
Heritage®Woodgate 12" x 36-3/8", ASTM D 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 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
I
1
GREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
INSTALLATION
Elite Glass-Seal® Basic Wind Speed(Vuit): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed(Vasd): Max. 150 mph
Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 19/32 in. plywood or wood plank for
Glass-Seal new construction; Min. 15/32 in. plywood existing
(Frederick,Joplin (Non- construction.
HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min.7/16 in. OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ): Installed with 5-1/8 inch exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-1/8-inch exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAILS
}int
Nailing ----------------------- -------- ------------------------------------- 8-718"
Area --------------------------------- -----------------==---------------------------------------------- -
5-1/8"
Butt Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern (Non-HVHZ only)
NAILS
Nailing---_ -------- -------- -------- ---------------- - -------- -------- --- - -- Er7/8��
Area --------- -------- -� =
5-1I8"
Butt Edge
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern
i
TBP15001.4 FL18355-R4 Page 3 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
TECHNICAL SERVICES, LLC
I
Heritage® Basic Wind Speed(Vit): Max. 194 mph
(Dallas, Frederick,Joplin, Basic Wind Speed (Vasa): Max. 150 mph
Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 19/32 in. plywood or wood plank for
Heritage®Premium new construction; Min. 15/32 in. plywood existing
(Dallas, Frederick construction.
Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 15/32 in. plywood or wood plank for
Heritage®Woodgate new construction; Min. 7/16 in. OSB existing construction.
(Dallas,&Frederick) Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements. Refer to
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.
FASTENERS NAIL ZON E
COMMON
BOND
EXPOSURE 6-6/8"
12-11211--►�- 12-31$" --►�- 1 2-112"--►I �--1"
Figure 3. Heritage®, Heritage®Premium, and Heritage®Woodgate(Dallas)
4 Nail Pattern (non-HVHZ only)
FASTENERS NAIL ZONE
COMMON
BOND
6-118" EXPOSURE 5-5/8"
1' �7-1/2' t-7-1/2"-►� 7-/8`11- l-7-1/2" -7-1/2"-►� hl--i"
Figure 4. Heritage®& Heritage®Premium
6 Nail Pattern
i
TBP15001.4 FL18355-R4 Page 4 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
i
j TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL,SERviCES, LLC
NAIL 20NE1
ASTENER -- . CI)MI'aiON BOIVt1'
il$ ExPOSURE 5 518°
,1';��`: �7�112+;�„�,7-112'Gl�7=H18,'� ►�i-71321!►�t7 2 ,., �,,,
Figure 5. Heritage@ Woodgate
6 Nail Pattern
tt
12-1/2"_
�----
} f
i ® Common Bond
;
FASTENERS
m �
39-3/80
T � �
II �
Figure 6. Heritage@, Heritage@ Premium, &Heritage®Woodgate
Alternate 6 Nail Pattern
LINE ...•.
7;718„ "Om; -__ — -- �:__�:__ ___�: - 'NAlL;Z4NE"
EI3GE
.COlU MON,
BOND
tkob LIRE
ACCEPTABLE
FASTENER LOCATION,
DO..NOT"FASTEN
ALONG EDGE,OF
=_ _ . •'COMMON'BOND
PRE FERRED
FASTENER
LOCATIO.f
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
i
TBP15001.4 FL18355-R4 Page 5 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
1 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
CREEKAsphalt Shingles
TECHNICAL SERVICES, LLC
I
Heritage®Premium Basic Wind Speed(V„ic): Max. 194 mph
(Frederick) 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. 15/32 in. plywood or wood plank for
new construction; Min.7/16 in. OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 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
Wj
51/2" IXPOSURE 5"
1"-►I �-- 11"-►�F^- 12 --►�-11 -►I �-1If
Figure 8. Heritage®Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERS /COMMON BOND
111117—
51/211 EXPOSURE 5"
IL-1"
Figure 9. Heritage®Premium (Frederick)
6 Nail Pattern
TBP15881.4 FL18355-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.
TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Woodgate Basic Wind Speed (Vit): Max. 194 mph
(Frederick) Basic Wind Speed (Vmd): Max. 150 mph_
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 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/
FASTENERSCOMMON BOND
WT
5-112" EXPOSURE 5"
1' 11" -►�-12-3/13'r---�-. 11"
Figure 10. Heritage®Woodgate (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZON P
FASTENERS COMMON BOND
T
51 �
HEXPOSURE,5`
1��� � g-112"-�1.3'�9�/8"-1►�#3'+►�8-112��� �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 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
CREEKAsphalt Shingles
I
TECHNICAL.SERVICES, LLC
Heritage®Vintage® Basic Wind Speed (Vit): Max. 194 mph
(Phillipsburg) Basic Wind Speed (Vwd): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 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.
aa'
Ecpsure
z rbxh
6•. Fasteners
Pkil
one
tarn"
s'
Ex,
47M` 9.114` 9.1M`��4.7M`
-t/ t
�--t O-W
Figure 12. Heritage®Vintage®
5 Nail Pattern (non-HVHZ only)
r Fpmm
Notch
T Www«
NOR
— — — zone
17-1/2'
3`
Btpusa�
' F7JlF-��1 I�"�i61�bNe'
Figure 13. Heritage®Vintage®
6 Nail Pattern
TBP15001.4 FI-18355-R4 Page 8 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 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.
GREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Hip&Ridge Basic Wind Speed(V„it): Max. 194 mph
(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 requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements.
Installation: Installed with 5-1/8 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.
Direction of prevailing wind
a�rt p5-118" exposure
here—
Fn]
ere—Fl II
Start
Figure 1 here 5-1/8"exposure
astenerFastener
Figure 2 �� Figure 3
1/4
Figure 14. Hip& Ridge (Frederick&Joplin)
i
TBP15001.4 FL18355-R4 Page 9 of 11
Thisevaluation 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
I
CRETAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Vintage®Hip&Ridge Basic Wind Speed (Vun): Max. 194 mph
(Phillipsburg) Basic Wind Speed ,V asd): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements.
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
Starrrt. 511 exposure
he
Start
Figure 1
here 5" exposure
1"
Fastener F�2 ever
�5-1/2"
Figure 2 1/4's Figure 3
Figure 15. Vintage®Hip & Ridge(Phillipsburg)
i
TBP15001.4 FI-18355-R4
Page 10 of 11
j This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
i
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
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 manufacturers
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,6t'Edition (2017)as evidenced in the referenced documents submitted by the named manufacturer.
SPRY R. ��
• . 2017.09.25
No 74021 11 :31 :41
_ • * _ ..Mal W.agtaM0.wwl .n era._.._....,
= = - -04'00'
:� • STATE OF
o'•.
�i''�`�•;C� Zachary R. Priest, P.E.
AI �`` Florida Organization No.lon 21
A E116 9
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have, nor will it acquire,a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
TBP15001.4 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.
I
I
oVEM01 etc.
Certificate of Authorization#32455
353 Christian Street, Unit#13
Oxford, CT 06478
(203) 262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
® • ® •
• j
Owens Corning Roofing and Asphalt,LLC Evaluation Report 140510.02.12-114
One Owens Corning Parkway FL15216-114
Toledo,OH 43659 Date of Issuance:02/17/2012
(740)321-6345 Revision 4:04/19/2018
SCOPE:
This Evaluation Report is issued under Rule 611320-3 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 6th Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: RhinoRoof Underlayments
LABELING: I Labeling shall be in accordance with the requirements of 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. of any changes to
the product(s), the Quality Assurance or the production facility location(s). NEMOIetc. 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 "NEMO I etc. 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 distribd tors 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 3.
Prepared by: ,�,,++<<�r��•,,,,;
Robert J.M. N
ieminen,P.E.
V.^w;. -=^;.+' The facsimile seal appearing was authorized by Robert
Florida Registration No.59166,Florida DCA ANE1983 Nieminen,P.E.on 04/19/2018. This does not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMO ETC, LLC 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. MEMO ETC,LLC 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 NEMOIetc. 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.
NNEMOletc.
ROOFING COMPONENT EVALUATION:
•P
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: RhinoRoof Underlayments, as produced by Owens Corning Roofing and Asphalt, LLC, has
demonstrated compliance with the following sections of the 6th Edition (2017)Florida Building Code through testing
in ;accordance with applicable sections of the following Standards. Compliance is subject to the Installation
Requirements and Limitations/Conditions of Use set forth herein.
�TANDARD8:'
Section' Properties Standard Year
1507.1.1,R905.1.1 Exception Unrolling,Breaking Strength,Pliability ASTM D226 2009
1507.1.1,R905.1.1 Exception Tear Strength ASTM D1970 2015
TAS 110 Pull-through resistance TAS 117(8) 1995
13., REFERENCES:�
Entity `°,v Examination Reference Date _
ITS,(TST1509) Physical Properties 100539395COQ-006 10/27/2011
ITS(TST1509) Physical Properties 100539395COQ-002 10/27/2011
ITS(TST1509) Physical Properties 100539395COQ-006 03/14/2014
PRI?(TST5878) ASTM D1970;Tear strength OCF-330-02-02 10/03/2017
PRI:(TST5878) TAS 117(8);Pull-through OCF-422-02-01 04/03/2018
ITSi(QUA1673) Quality Control Service Confirmation 09/30/2017
4. . ... s •
4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment available in 42-inch wide rolls,
and can be produced in various other sizes;meets FBC 1507:1.1&R905.1.1(Exception).
5.1LIMITATIONS'
5.1 This is a building code evaluation. Neither NEMO ETC, LLC 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 or test
report from accredited testing agency for fire ratings of this product.
5.4 RhinoRoof 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 ROOF COVEROPTIONS
Underlayment Asphalt Wood Shakes Slate or',
Shingles 'Nail-On Tile-' Foam-On Tile Metal `&Shingle's Simulated Slate
RhinoRoof U20 Yes No:; � :No «'� �` Yes �� ° Yes No
5.6 Exposure Limitations:
RhinoRoof U20 shall not be left exposed for longer than 30-days after installation.
NEMO ETC,LLC Evaluation Report 140510.02.12-R4
Certificate ofAuthorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL15216-R4
RhinoRoof Underlayments Revision 4:04/19/2018
Page 2 of 4
(N� EM® etc.
6.1 RhinoRoof Underlayments shall be installed in accordance with Owens Corning Roofing and Asphalt, LLC
published installation instructions 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.
6.3 RhinoRoof U20:
i
6.3.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table
j 1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed, taking into account the wider sheet-
width.
6.3.2 Fasteners:
For exposure<24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head,
minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails&1-5/8"diameter tin caps(with the rough
edge facing up). The use of staples is prohibited.
For exposure>24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter
plastic or metal cap nails or FBC HVHZ nails& 1-5/8" diameter tin caps (with the rough edge facing up). The use
of staples is prohibited.
6.3.2.1 Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 states: "..except metal cap nails
,shall be required where the ultimate design wind speed, V„!G equals orexceeds 150 mph."
;Owens Corning Roofing and Asphalt,LLC has furnished data to permit the use of 1-inch diameter plastic cap nails
in lieu of metal cap nails for these applications, when the RhinoRoof U20 underlayment is installed beneath
mechanically fastened prepared roof covers referenced in FBC Table 1507.1.1 or R905.1.1.
6.3.3 Single Laver: Roof Slope>4:12:
End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to
Owens Corning Roofing and Asphalt, LLC recommendations for alternate lap configurations and/or the use of
sealant under certain conditions.
For exposure<24 hours,use of every-other fastening location printed on the surface is acceptable. For exposure
>24 hours up to maximum 30-days,use of every fastening location printed on the surface is required.
When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily
attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If
.this occurs, remove the cap nail and patch the hole in accordance with Owens Corning Roofing and Asphalt, LLC
published instructions.
6.3.4 Double Laver;2:12<Roof Slope<4:12:
,End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half-sheet-width plus
1-inch.
Double layer application; begin by fastening a half-width plus 1-inch starter strip along the eaves. Place a full-
width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.3.3, but
maintaining minimum half-width plus 1-inch side(horizontal)laps, resulting in a double-layer application.
NEMO ETC,LLC Evaluation Report 140510.02.12-114
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL15216-114
RhinoRoof Underlayments Revision 4:04/19/2018
Page 3 of 4
i
NMEMO I etc.
117. BUILDING PERMIT RE001REMENT5.::
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation
of this product.
;Qingdao,China
9, QUALITY
Intertek Testing Services NA Inc.—QUA1673;(608)836-4400
-END OF EVALUATION REPORT-
NEMO ETC,LLC Evaluation Report 140510.02.12-114
Certificate of Authorization 1132455 6TM EDITION(2017)FBC NON-HVHZ EVALUATION FL15216-R4
RhinoRoof Underlayments Revision 4:04/19/2018
Page 4 of 4
II
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