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•i FL# �. FL2847-R9 RECEIVED
Application Type Affirmation
Code Version 2017 JUN 2018 p
Application Status Approved 0
ST. Lucie County, Permitting
Comments --'
Archived
Product Manufacturer Lomanco,Inc
Address/Phone/Email 2101 West Main Street
Jacksonville, 7 r,
(501)982-65
acarter@lomaHLE
cl;�k- 6
AuthorizedSignature Andrew Carter
acarter@lomanco.com
Technical Representative Andrew Carter
Address/Phone/Email 2101 West Main Street
Jacksonville,AR 72076
(501)982-6511 Ext 361
.acarter@lomanco.com
Quality Assurance Representative Andrew Carter.
Address/Phone/Email 2101 West Main Street
Jacksonville,AR 72078
(501)982-6511 Ext 361
acarter@lomanco.com
Category Roofing
Subcategory Roofing Accessories that are an Integral Part of the Roofing
g System
Compliance Method Evaluation Report from a Product Evaluation Entity
Evaluation Entity Miami-Dade BCCO-EVL
Quality Assurance Entity Miami-Dade BCCO-QUA
Quality Assurance Contract Expiration Date 09/04/2018
Validated By Miami-Dade B00O-VAL
Certificate of.Independence
Referenced Standard and Year(of Standard) Standard Year
Miami-Dade TAS 100(A) 1995
Equivalence of Product Standards
Certified By
Sections from the Code
10I affirm that there are no changes in the new Florida Building
Code which affect my product(s)and my product(s)are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity OYes ON, ON/A
Product Approval Method Method i Option C
Date Submitted 11/08/2017
Date Validated 11/08/2017
Date Pending FBC Approval
Date Approved 11/12/2017
-Summary of Products
FL OF Model,Number or Name Description
2847.1 Lo-OmniRidge LOR9-4 Gun'Nailable 4'Ridge Vent for 9"Cap Shingles
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FI 71347 R9 'II LOR9-4 13070110 pdf
Approved for use outside HVHZ:Yes Verified By: Miami-Dade BCCO-EVL
Impact Resistant:N/A Created by Independent Third Party:
Design Pressure:N/A Evaluation Reports
Other:1.Refer to applicable building codes for required FL2847 R9 AE LOR9-4 1 070110.Ddf
ventilation.2.Omni Roll Ridge Vent shall not be installed on
roof hips.3.Omni Roll Ridge Vent shall not be connected at
ridge Intersection,nor within 12"of any side wall or roof
protrusion,with a ventilation slot clearance of 12"from such
obstructions.4.Omni Roll Ridge Vent shall not be installed.
on roof mean heights greater than 33 feet.
2847.2 Lo-OmniRoll LOR-30 30'Gun Nallable Shingle Over Ridge Vent
Limits of Use Installation Instructions.
Approved for use in HVHZ:Yes FL2847 R9 I7 OR-30 13070111 odf
Approved for use outside HVHZ:Yes Verified By:Miami-Dade BCCO-EVL
Impact Resistant:N/A Created by Independent Third Party:
Design Pressure:N/A Evaluation Reports
Other:1.Refer to applicable building codes for required FL2847 R9 AE LOR-30 1070111.odf
ventilation.2.OmniRldge Vent shall not be installed on roof
mean heights greater than 33 feet.
2847.3 OmniRidge OR-4 4'Shingle Over Ridge Vent
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL2847 R9 II Lomanco OR-4-NOA 16051027.odf
Approved for use outside HVHZ:Yes Verified By: Miami-Dade BCCO-EVL
Impact Resistant:N/A Created by Independent Third Party:
Design Pressure:N/A Evaluation Reports
Other:1.Refer to applicable building codes for required FI 7847 R9 AE Lomanco OR-4-NOA 16053027.Ddf
ventilation.2.OmniRidge Vent shall not be,installed on roof
mean heights greater than 33 feet.
Back Nest
Contact Us::7601 Blair Stone Read.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 youre-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
-
emal(s provided may be used far 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
Utck e e.
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Product Aooroval Menu>Product or Application Search>Application List>Application Dstall
jjyFL# FL18355-R4Application Type Revision
Code Version 2017
Application Status Approved
Comments RECEIVE®
Archived ❑
Product Manufacturer TAMKO Building Products,Inc. JUN 15 2018
Address/Phone/Emall PO Box 1404
Joplin,MO 64802 ST, Lucie County, Permitting
(417)624-6644 Ext 2305
kerrL-eden@tamko.com
Authorized Signature Kerri Eden
kerri—eden@tamko.com
Technical Representative Kerri Eden
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kerrl__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 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
2 Validation Checklist-Hardcopy Received
Certificate of Independence FL18355 R4 COI TBP15001.4 2017 FBC Eval Report Shingles flinal.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 Equiv UL letter for standards for FBC 2017.Ddf
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 V Model,Number or Name Description
18355.1 Glass-Seal,Elite Glass-Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles
Heritage,Heritage Premium,
Heritage Woodgate,Heritage
Vintage,Hip and Ridge,and Vintage
Hip and Ridge Shingles
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FLIB355 R4 II TBP15001 4 2017 FBC Eval Report Shingles
Approved for use outside HVHZ:Yes flnal.Ddf
Impact Resistant:N/A Verified By:Zachary R.Priest PE-74021
Design Pressure:N/A Created by Independent Third Party:Yes
Other:See evaluation report for limits of use. Evaluation Reports
FI IB355 lag AE TBP15001 4 2017 FBC Eval Report
Shingles flnal.odf
Created by Independent Third Party:Yes
Back Next
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.couright 2007-2013 State of Florida ::Privacy Statement::Aceesslbility 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 mall.If you have any questions,please contact 850.487.1395.•Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
emails provided may be used far 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 Accept..
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CREEK Certificate of Authorization No.29824
17520 Edinburgh Dr
Tampa,FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,C EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25,2017
220 West 4th Street
Joplin,MO 64801
(417)624-6644
Manufacturing Plants: Joplin,MO
Phillipsburg,KS
Frederick,MD
Dallas,TX
Tuscaloosa,AL
Quality Assurance: UL LLC(QUA9625)
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1504.1.1,1507.2.5,1507.2.7.1,1523.6.5.1
Properties: Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES
Enti Report No. Standard Year
PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 1995
PRI Construction Materials Technologies(17ST5878) 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(17ST5878) 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(17ST9628) _ 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) IOCA64882 ASTM D 3161 2016
UL LLC(TST9628) 11 NK14014 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
TBP15001.4 FL18355-R4 Page 1 of 11
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.
CREEK 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.. Shin-gles 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..
HeritageS 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 FL18355-114 Page 2 of 11
This evaluation report is provided for State of Florida product approval under Rule fit 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
TAMKO BUILDING PRODUCTS
IZ K Asphalt Shingles
TECHNICAL SERVICES,LLC
INSTALLATION
Elite Glass-Seal® Basic Wind Speed(V„it): 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.
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 5-1/8 inch exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using T 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
o T w
Nalrrg _- - - - ------ - 6-7ff
AM ---------.....
-- -
5-118"
Butt Edge '
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern(Non-HVHZ only)
NAILS
—In 1"
Nailing ......-........—......— 6-7I8"
- - --------. ---....— — -- — -
- 5-118"
Butt Edge
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 3 of 11
This evaluation report is providedfor 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
Asphalt Shingles .
TECHNICAL SERVICES,LLC
Heritage® Basic Wind Speed(V„it): Max.194 mph
(Dallas,Frederick,Joplin, Basic Wind Speed(V..d): Max.150 mph
Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 19/32 in. plywood or wood plank for
Heritage®Premium new construction; Min. 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
Pattem"or"6 Nail Pattern"detailed below.
FASTENERS NAIL ZONE
COMMON
BOND
6-118" EXPOSURE 5-618"
12-1/211-►�- 12-318" - +-- 12-1.12"-►, h--1"
Figure 3. Heritages, Heritage®Premium,and Heritages Woodgate(Dallas)
4 Nail Pattern(non-HVHZ only)
FASTENERS NAIL ZONE
COMMON
BOND
7— V] 1
6-i EXPOSURE
1=-►I h--r-112'�t-7-1/2"-�- �3/8"-�I-7-12"-►h-1-112"-►� �—i"
Figure 4. Heritages&Heritages 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.
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
NAIL ZONE/
ASTENERS�--� COMMON BOND
T
6-118" EJ(POSURE 5 518"
'1"` ,7.1/2=►�I-7-112';3!$'=M�1�7-112W�7-1/2� �.•1
Figure 5. Heritage®Woodgate
6 Nail Pattern
-►I1"if;< 12-1/2"moi i 4--12-1/2° -Irl. <
i • i WCommon Bond
FASTENERS i
T i
C
T m -
�L
+ y
Figure 6. Heritage%Heritage®Premium,&Heritage®Woodgate
Alternate 6 Nail Pattern
PAINT
LINE.
7-718° -- _ ___ _ _ __ __ -NAIL ZONE
6=1I8" ---EDGE-OF
COMMON
BOND
EXPOSURE
5-518"
ACCEPTABLE.
FASTENER LOCATION
DO NOT FASTEN
ALONG-EDGE OF
— — COMMON BOND
PREFERRED
FASTENER
LOCATION.
Figure 7. Heritage®(Tuscaloosa)
Expanded Nail Zone
Nail patterns from Figures 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 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.
t
G REEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage®Premium Basic Wind Speed(Vu,t): Max.194 mph
(Frederick) Basic Wind Speed(Vase): 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 manufacturers published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5 16. 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
51f2°
FP
URE 5"
12" —► 11"--11 ( —
Figure 8. Heritage@ Premium(Frederick)
4 Nail Pattern(non-HVHZ only)
NAIL ZONE/
FASTENERS COMMON BOND
51/211EXPOSURE 5"
1n� ��1hu i gn___I►E,t�" �1/2" I.1—yn
Figure 9. Heritage@ Premium(Frederick)
6 Nail Pattern
TBP15001.4 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.
r
G REEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL.SERVICES,LLC
Heritage®Woodgate Basic Wind Speed(Vuic): Max. 194 mph
(Frederick) Basic Wind Speed(Vew): 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.
Underiayment: 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
Pattem"or"6 Nail Pattern"detailed below.
NAIL ZONE/
FASTENERS COMMON BOND
T/T
5-1I2" EXPOSURE S'
12-3IS"- 0111- 11" -- k-1"
Figure 10. Heritage®Woodgate(Frederick)
4 Nail Pattern(non-HVHZ only)
NAIL ZONE/
FASTENERSFEXPOSURE
COMMON BONA
5.1x2"
1"--� �+1- 9.1/2"-�-3'�-9318"�►�1.34►�-9-1I2"-►) �-1
Figure 11. Heritage®Woodgate(Frederick)
6 Nail Pattern
TBP15001.4 FI-18355-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.
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage®Vintage® Basic Wind Speed(Vuit): Max.194 mph
(Phillipsburg) Basic Wind Speed(V.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
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.
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 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 Pattem"detailed below.
rxposwe
NdA. Z Notch
s, Fasteners Nail
- - - --- - - - - ore
5"
Ek1posu2
47,6•--►�----41M 9-lAt
f•—togs--..� �ta�nr--�
Figure 12. Heritage®Vintage®
5 Nail Pattern(non-HVHZ only)
r W
Nam
T7 ��
Mums NO
NI
— — — — — — — — •� — — —— — 7.011E
171/r
s
BIPMp
Figure 13. Heritage®Vintage®
6 Nail Pattern
TBP15001.4 FL18355-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.
i
GD jjTAMKO BUILDING PRODUCTS
I�i K Asphalt Shingles
TECHNICAL SERVICES,LLC
Hip&Ridge Basic Wind Speed(V„n): Max.194 mph
(Frederick&Joplin) Basic Wind Speed(Vow): 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
FStart �5-1/8" exposure
ere*
Fn]
Start
Figure 1 here 5-1/8"exposure
SAS - - Fastener
� Fastener
Figure 2 4" 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 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.
GDEEK TAMKO BUILDING PRODUCTS
jt Asphalt Shingles
TECHNICAL.SERVICES,LLC.
Vintage®Hip&Ridge Basic Wind Speed(V„it): Max.194 mph
(Phillipsburg) Basic Wind Speed(Vasa): '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 FBG
and manufacturer's published installation instructions. The
direction of the exposed end shall be away from the
prevailing wind..
Direction of prevailing wind
Stant 511 exposure
111
1Start
here 5" exposure
Figure 1
1n
1"
1�` % Fastener �I��'� Fastener
,� r X5_1/2"
5-1/2"
Figure 2 1/4P 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 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.
e
GREEKTAMKO BUILDING PRODUCTS
j1 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 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,6Edition(2017)as evidenced in the referenced documents submitted by the named.manufacturer.
11111'rf'r10
,.`�`QG;�Pc E iv s 9'Fs-•,, 2017.09.25
11 .31 .41
No 74021 •
� J.. = MAW.9.aMtum,Rhu
: 3 STATE OF '•SCI 04100r
%�.t�• �� C P-,:�_�.` Zachary R.Priest,P.E.
Florida Registration No.74021
•;��'�p�jq�E%% Organization No.ANE11669
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.