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Product Approval
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Product Agnraval Menu> >a90=111-119>Application Deta9 �
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FL FL18355-114
Application Type Revision A
Code Version 2017 AUG
Application Status Approved 70?O
permIttin
Comments 3( Cu a Cou ty ent
Archived
Product Manufacturer TAMKO Building Products,Inc.
Address/Phone/Ercall PO Bax 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kerri_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
kerri_eden@tamko.cgm
Quality Assurance Representative
Address/Phone/Ema H
Category Roofing i
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
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Certificate of Independence FLIffl R4 COI TBP15001 4 2017 FBC Eva Report Shingles final.o�f
Referenced Standard and Year(of Standard) Standard Year ,)
ASTM D 3161 2016
r
ASTM D 3462 2010
ASTMD D 7158 2011
TAS 100 1995
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Equivalence of Product Standards
Certified By Approved Testing Lab
FL18355 R4 Eouiv UL letter for standards for FBC 2017 odf
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Sections from the Code
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Product Approval Method Method 1 Option D
Date Submitted 09/25/2017
Date Validated 09/27/2017
Date Pending FBC Approval 10108/2017
Date Approved 12/12/2017
Summary.of Products
_.. ........... ....__..._. _._._ ......._.---...-- _.. _....._
FL# 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 FL18355 R4 II TBP15001 4 2017 FBC Eval Report Shing es
Approved for use outside HVHZ:Yes finaLadf
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
FLIS355 R4 AE TBPI5001.4 2017 FBC Eval Report Shingles
Vag
hpAf
Created by Independent Third Party: Yes
.._.......... . .. ..... . .................._........ .. . ..........._... - _.:..__ ......_...._................ _ .
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Contact U5::26p1 Blair Stone Road,Tallahassee FL 32399 Phone 8587-1824
The State of Florida is an AAJEEO employer.1GQ2yrlght 2007-2013 State of Florida.;:Pr7v2cv Statement::Accessibility Statement::Refund Statement Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-retards request,do not send elearonic
mail to this entity.Instead,contact the orrice 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 for official communication with the licensee.However email addresses are public record.It you do not wash 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.5.,please dick here..
Product Approval Accepts:
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Credit Card
Safe
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Certificate of Authorization No. 29824
h
�" �� EEK
CR
17520 Edinburgh Dr
r�
Tampa,FL 33647
ECHNICA.L. SERVICES, LLC
(s13)Oso-3421
EVALUATION REPORT FLORIDA BUILDING CODE,6T"EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25, 2017
220 West 4"'Street
Joplin,MO 64801
(417)624-6644
I
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
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)ei
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) 10CA50498 ASTM D 3462 2010A
UL LLC(TST9628) 10CA64882 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) 4767148748 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 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
TAMKO BUILDING PRODUCTS
` CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
Elite Glass-Seal® 12-1/4"x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass-Seal 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass-Seal 12-1/4"x 36",ASTM D 7158, Class H self-sealing,3-tab asphalt shingle with fiberglass
(Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying
with ASTM D 3462. Shingles shall be used in the non-HVHZ only.
Heritage@ 13-1/4" x 39-318", 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
(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® 17-112"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 13-114" 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.
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TBP15001.4 FL18355-R4 Page 2 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein. j
I
I
TAMKO BUILDING PRODUCTS
' yCREEK Asphalt Shingles !
TECHNICAL SERVICES, LLC
INSTALLATION
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Elite Glass-Seal® Basic Wind Speed(V„tt): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed(V,,,): Max. 150 mph
Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 19132 in. plywood or wood plank for
Glass-Seal new construction; Min. 15132 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.7116 in.0SB 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
Mailing
AI'es�
.................. . -.------_............................. _............._.._...
5-1/8"
Butt Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern (Nan-HVHZ only)
I�
NMLS
t�
1
Nailing-6,
17=Ij nom. ..-----......__.................__ ...................... .....?..._................_... .. 6-718"
.........__......._............................._.......-.............- � I
Ama
Butt Edge
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 3 of 11
This evaluation report is provided for State of Florida product approval under Rule 61020-3. The manufacturer shall notify CREEK
Technical Services,LLC of,any product changes or quality assurance changes throughout the duration for which this 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.
TAIVIKO BUILDING PRODUCTS
Asphalt Shingles
�0 TECHNICAL SE�RviCES, LLC
Heritage® Basic Wind Speed(Vwt): Max. 194 mph
(Dallas,Frederick,Joplin, Basic Wind Speed(%,d): Max.150 mph
Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 19132 in. plywood or wood plank for
Heritage®Premium new construction; Min. 15132 in. plywood existing
(Dallas,Frederick construction.
Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FSG 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 5-518 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.
FASTENERSj�. NA1L ZON E
COMMON
BOND
LO F1 0
EXPOSURE 6-6l8"
11L 12-112 12-318" 12-112' 11 I �11-1
Figure 3. Heritage®, Heritage®Premium,and Heritage@ Woodgate(Dallas)
4 Nail Pattern(non-HVHZ only)
FASTENERS
VNAIL ZONE
COMMON
BOND
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6-118" EXPOSURE 5-518"
i
i'—#) h-T-11�"►�4-7-112"-►�i- 7�18'�-►�1-7-11'2"-►�-7-112"� �-1"
Figure 4. Heritage@&Heritage®Premium j
6 Nail Pattern
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TBP15001.4 FL18355-R4 Page 4 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation,recommended use,or other product attributes that are not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
Asphalt Shingles
�
TECHNICAL SI RviCEs, LLC
NAIL ZONE/
ASTENERS COMMON BOND
T
6-118" ElCPOSURE 5 518"
l:
1" �F7-11�'�4-7.1/2'�►�7-318=1�-7-112yi�+F7-if2� �1- 1"
Figure 5. Heritage®Woodgate
6 Nail Pattern
-►I1"1' �----- 12-112"_._.__...� �___-12-112°--_--►i1"�1��._
Common Bond
--FASTENERS-
7
if K1.
i�3 y
U)O Y
S!J X
y y LLI
Figure 6. Heritage®, Heritage®Premium,&Heritage®Woodgate
Alternate 6 Nail Pattern
i
PAI NT
LINE
7-7I8"
-
-- - ------ -- - - —_ _ _ ---- - - - -- _. NAI L ZON E
6-1I8" EDGE OF
COMMON
BOND
\EXPOSURE
i
6-5I8"
ACCEPTABLE
FASTENER LOCATION
DO NOT FASTEN
ALONG EDGE OF
-----------------i COMMON BOND
PREFERRED
FASTENER i
LOCATION
Figure 7. Heritage®(Tuscaloosa)
Expanded Nail Zone
Nail patterns from Figures 3, d,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.
� TAMKO BUILDING PRODUCTS
Asphalt Shingles
* a
TECHNICALS LLC
Heritage@ Premium Basic Wind Speed(V„it): Max. 194 mph
(Frederick) Basic Wind Speed(Vega): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;Min.7116 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12. .
Installation(HVHZ): Installed with 5 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern'detailed below.
NAIL ZONE/
FASTENERS COMMON BOND
51/211 EXPOSURE 5"
t n 1 " n n'—►� �--' 11 1� 1 —+►� �w--1
Figure 8. Heritage@ Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERS 0014 MON BOND
51/211V S
R
it'
S"
1LE
1" �9112t1'-�3 "I' 9n--+-3'!'1 9112" 14-1It
I,
Figure 9. Heritage®Premium (Frederick)
6 Nail Pattern j
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I
TBP15001.4 FL18355-R4 Page 6 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation,recommended use,or other product attributes that are not
specifically addressed herein.
,x TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SES RVICEs, L.L.0
Heritage@)Woodgate Basic Wind Speed(Vui,): Max. 194 mph
(Frederick) Basic Wind Speed(Verd): 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/
FASTENERS It X
GONIMON BOND
WT
5-if2" EXPOSURE Y
1'=rI �- 11" .-►�-12-3/8"
Figure 10. Heritage®Woodgate(Frederick)
4 Nail Pattern (non-HVHZ only)
I
NAIL ZON E/
FASTENERS 'COMMON BONG
t
5-ii2" EXPOSURE 5°
44-3+9-M1--+3+9-112"—►) �1"
Figure 11. Heritage®Woodgate (Frederick)
6 Nail Pattern
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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
f�s, CREEK Asphalt Shingles
+> TECHNICAL SERVICES, t_t_C
Heritage®Vintage® Basic Wind Speed(Vue): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vesd): Max. 150 mph
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. 15132 in. plywood or wood plank for
new construction;Min.7116 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ): Installed with 5 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"5 Nail
Pattern"or"6 Nail Pattern"detailed below.
40°
&rte
t=n
6" Faswtas
17-1n,
s
f
•v
�+—loos•—+{ �+—tovs—+�
Figure 12, Heritage®Vintage@
5 Nail Pattern (non-HVHZ only)
F Na
n-rff
I
I
i
3
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 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
l.. O. TAMKO BUILDING PRODUCTS
Asphalt Shingles
( TECHNICAL.SERVICES, LLC
Hip&Ridge Basic Wind Speed(V,4t): Max. 194 mph
(Frederick&Joplin) 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. 15132 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
Min.7 6 in.OSB existing new construction,M n. /1 g construction.
Undertayment: 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
Start ,5-1I8" exposure
IW
1herde
Figure 1 5-1/8exposure
0 lip 7, lip
Al
Fastener
Fastener
t �Figure 2 � \ Figure 3
14"
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 61G20-3. The manufacturer shall notify CREEK
Technical Services LLC of an product changes or quality assurance changes throughout the duration for which this report is valid.
Y p 9 4 dY 9 9 p
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
CREEKAsphalt Shingles
tt, TECHNICAL SERVICES, LLC
Vintage®Hip&Ridge Basic Wind Speed(V„ic): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vasd): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction. j
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15132 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.
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
here r5-.'1 exposure
I
Start
here 5" exposure
Figure 1
lot .,
15
Faster Fastener
�'
Figure 2 1 4 Figure 3
Figure IS. Vintage@ Hip&Ridge(Phillipsburg)
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TBP15001.4 FL18355-R4 Page 10 of 11
This evaluation report is provided for State of Florida product approval under Rule 81G20-3. 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
Asphalt Shingles
a
TECHNICAL LAICAL S RVICES. LLC
LIMITATIONS------
1)
IMITATIONS1) 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,6t'Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer,
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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.
I
Zachary R. Priest, P.E.does not have, nor will acquire,a financial interest in any company manufacturing or distributing products
under this evaluation.
i
Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
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END OF REPORT
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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.
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