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A product Approval Menu>Product or Application Search>Application List>Application Detail
-=xk'''7sirs:,
', , .! r„ FL# FL18355-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived 0
Product Manufacturer TAMKO Building Products,Inc.
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kerri_eden@tamko.com
Authorized1Signature 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.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Asphalt Shingles
As
Subcategory P
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer LI
{�
U Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Zachary R.Priest mow
the Evaluation Report ilia
Florida License PE-74021
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 01/07/2019
Validated,By Locke Bowden
i Validation Checklist-Hardcopy Received
Certificate of Independence FL18355 R4 COI TBP15001.4 2017 FBC Eval Report Shinales final.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D 3161 2016
I ASTM D 3462 2010
ASTMD D 7158 2011
TAS 100 1995
1
Equivalence of Product Standards
Certified,By Approved Testing Lab
FL18355 R4 Eauiv UL letter for standards for FBC 2017.odf
1
Sections from the Code
1
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... 1/3/2018
Florida Building Code Online Page'Z opt 2
Product Approval Method Method 1 Option D
I ,
Date Submitted 09/25/2017
Date Validated 09/27/2017
Date Pending FBC Approval 10/08/2017
Date Approved 12/12/2017
Summary.of Products
FL* Model,Number or Name Description
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 FEC Eval Report Shingles
Approved for use outside HVHZ:Yes final.pdf
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
FL18355 R4 AE TBP15001.4 2017 FBC Eval Report
Shingles Final.pdf
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.Coovrloht 2007-2013 State of Florida,::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your a-mall address released In response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional 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 emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
ISI ��rLZ
Credit Card
Safe
security/Armes'
•
' I
i
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param--wGEVXQwtDquvosrHa2GXQ... 1/3/2018
. 1
1 .
I
I •
Certificate of Authorization No.29824
.. .
•
.„.. . EEK 17520 Edinburgh Dr ,
1 i Tampa,fL 33647
1 .
',-..... .' . TECHNICAL SERVICES, LLC (813)480-3421
I '
1
EVALUATION REPORT FLORIDA BUILDING CODE,61"EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25, 2017
220 West 41n 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: 1 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1 .
Properties: Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES 1
Entity Report No. Standard Year
PR Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 1995
PR Construction Materials Technologies(TST5878) TAP-051-02-01 TAS 100 1995
PR Construction Materials Technologies(TST5878) TAP-054-02-01 TAS 100 1995
' PR Construction Materials Technologies(TST5878) TAP-114-02-01 TAS 100 1995
PR Construction Materials Technologies(TST5878) TAP-117-02-01 TAS 100 1995
PR Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1995
PR Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100 1995
PR Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 100 1995
PR Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 1995
PR Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1995
PR Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1995
PR Construction Materials Technologies(TST5878) TAP-314-02-01 Rev 2 TAS 100 1995
PR Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM 0 6381 2008(2013)el
PR 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 0 3462 2010A
UL LLC(TST9628) 08CA59132 ASTM D 3161 2016
UL LLC(TST9628) 09NK07896 ASTM 0 3161
2016
ASTM 0 3462
2010A
UL LLC(TST9628) 10CA50498 ASTM D 3462 2010A
UL LLC(TST9628) 10CA64882 ASTM D 3161 2016
UL LLC(TST9628) 11NK14014 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 12CA24551 ASTM D 3161 2016
UL LLC(TST9628) 4786110543 ASTM 06381 2008(2013)e1
UL LLC(TST9628) : 4787043752 ASTM D 3161 2016
UL LLC(TST9628) 4787148748 ASTM 0 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.
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
_,_' TECHNICAL SERVICES,LLC
PRODUCT DESCRIPTION
Elite GlassSeal® 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
:Joplfn,'•Phillpsburg:& complying with ASTM D 3462.
;Tuscafoosa)
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.
r . 1
c:.7 CREEK
.
TAMKO BUILDING PRODUCTS
Asphalt Shingles
'....'f.' TECHNICAL SERVICES,LLC
INSTALLATION i
Elite Glass-Seal@ Basic Wind Speed('Ji): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed(Vasa): 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 06 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 04 Nail
Pattern"or"6 Nail Pattern"detailed below.
'
NAILS
,
,.111,11111111"- iu 4._
Amm ...__.....
1- 5-1/8"
N.
Butt Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern(Non-HVHZ only)
NAILS
...„„,4
- 1^
Nailing -I-===- .--:- ,=;- ±- ..... -- -=-... ...w..1.
Area
1 I 5-1/8"
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 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.
1 ' ,
TAMKO BUILDING PRObtJTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage® I Basic Wind Speed(Vuit): Max. 194 mph
.
(Dallas, Frederick,Joplin, Basic Wind Speed(Vasd): 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&Tuscalooia) 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 constructiori.
(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 ZONE
/COMMON
BOND
)
; \6-118" \ 1\ EXPOSURE 5-518"
4____ • 1
1Loi 14— 12-1/2"--w14--- 12-3/8" --1,14i— 12-1/2"—Pi 11-1"
Figure 3. Heritage®, Heritage®Premium,and Heritage®Woodgate(Dallas)
• 4•Nail Pattern (non-HVHZ only)
NAIL ZONE
COMMON
BOND
1 ,
6-1/8"
\ \ I \ EXPOSURE 5-5/8"
, ,
1 u--111 14-7-1/2'4014-7-1/2"414-7-318"-104-7-1/2"4441-7-1/2"-101 14-111
Figure 4. Heritage®&Heritage®Premium
6 Nail Pattern
[ ,
TBP15001.4 FL15355-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.
1 ,
1
,
--;'- CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
L ''' TECHNICAL SERVICES.LLC
.....
NAIL ZONE/
I COIV
ffirASTENERSMON BOND
* \ .460••••••
-• • • •
TT
6-1/8" ' EXPOSURE 5 5/8"
..I. \ I
141 144-1/24-7-1/24-7-3/8+-1/2+7-1/241 III-1"
Figure 5. Heritage®Woodgate
6 Nail Pattern
. .
1 1
-+-11"1114 1 2-1/2" ,-•
! •i 1 2-1/2I )11"11"14-
1 i !
1 :,'>; Common Bond
Et
Le FASTENERS
‘I
c„. ii1k60WWWW•W'MM •N *:.: ,.5,WWW-434M's...'4'''M,i *!`:*'CtraM4g.1.', —
t
to g
\ \ I \ i]o
Ix?a th
tf)X
4 W 4'
I "4 39-3/8" 1
Figure 6. Heritage®,Heritage®Premium,&Heritage®Woodgate
Alternate 6 Nail Pattern
PAINT
LINE
7-7/8" .4 MEMINEMENimmmimgmj-NAIL ZONE
6-1/1 iir if if k 111-44111 EDGE OF
* Dat. COMMON
BOND.
EXPOSURE
6-5/8"
Alli
ACCEPTABLE.
UPFASTENER LOCATION
' DO NOT FASTEN
ALONG'ED GE OF
COMMON-BOND
111111114"1171,
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.
i
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
. TECHNICAL SERVICES, LLC
Heritage0 Premium Basic Wind Speed(Van): Max. 194 mph
(Frederick) Basic Wind Speed(Vagi): 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 manufacturers application instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ): Installed with 5 in. exposure in accordance with RAS 115
and manufacturers published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONE/
FASTENERS //COMMON BOND
a -
T
51/2" 1 EXPOSURE 5"
I
1,-.1 11.. .14 12" 11" 14-1"
Figure 8. Heritage®Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERS /COMMON BOND
51/211 •
_L I \ExposTRE
11
i'H91/2:i '4...... 9"--1014-34—91/21--01 14—i"
Figure 9. Heritage®PremiUm (Frederick)
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 6 0111
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
CREEKTAMKO BUILDING PRODUCTS
t.^' .. Asphalt Shingles
1. TECHNICAL SERVICES,LLC
Heritage®Woodgate! Basic Wind Speed(V,it): Max. 194 mph
(Frederick) Basic Wind Speed(Vasa): 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 beattached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONE/
FASTENERS COMMON BOND
�- T
5-112" EXPOSURE 5"
1 1.�
1' 11" -+-12-3/8"- 14- 11" --rl 14-1"
Figure 10. Heritage®.Woodgate(Frederick)
4 Nail Pattern(non-HVHZ only)
NAIL ZONE/
/COMMON BOND
t `FASTENERS/ I
t
5-1/2' EXPOSURE 5"
1
1"- t - 9-1/2"-11114-314441-9-3/8"41-341-9-112" 141-1"
Figure 11. Heritage®Woodgate(Frederick)
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 7 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK.
Technical.Services,LLC ofany 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.
)
�~�0����` Tn�no�VnowopeOouCTe
n��0����. Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Vintage® Basic Wind Speed(V,A): Max. 194 mph |
(Phillipsburg) Basic Wind Speed(V2 ): Max. 150 mph
Oock(HVHZ): In accordance with FBC requirements;
Solidly sheathed mm . 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Dook(Non'HVHZ): In accordance with FBC requirements;
Solidly sheathed mm . 15/32 inwood plankfox
new construction; Mm .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 manufacturers 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 h Ubuattachadusingoithor^5Nai|
. Pattern"or^SNail Pattm
e ^detailed below.
' | � ��� � a���
Ninth
^ �u
.�
mxr
5"
Expcsure
9.4 9-1.4' °� 9-1,11' °. ,"� ,� ��
n� / .
[4 -0--)°— [4 -10-Mr—�
Figure 12. Rwrite8e8Dl/imtaQw@
5 Nail Pattern (000~HVHZum]y)
w�
~ - Exposure
N�r °�. ~ /
pia
Zone
CIPOSLIna
fr
�
. ~------�v� �| �-----�w� .
Figure 13. Heritmgm@ Vintage®
6 Nail Pattern
nsP15001.4 pu8355-n* Page unf11
This evaluation reum providedxnGtatempmnu {under Rule aun CREEK
Technical Services, LLC of anyv."""ct=/u,mma,ruuaow*nxuraoceu"ony"ummuUnvmtnuounmmnm,wmo^m/uns rt is valid.
This evaluation reportdoes not express nor imply warranty,installation,recommended use,or other product attributes that are not
ovocifica/|vouumooeo.m,mm.
TA�KOam�0NGpnODUCT
CREEK
Aap»�t�h|ng�s
TECHNICAL SERVICES,LLC
Hip&Ridge ' Basic Wid8 (Vuit): Max. 194 mph
(Frederick&Joplin) Basic Wind Speed(Vasi): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed mm . 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 mm . 15/32 inwood plankfor
new construction; Mm .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 prevailing wind
Start 5-1/8" exposureVala
|
��
Y i|Q
Start
here
Figure 1 5-1/8"exposure
1"
=°
• Fasten
• `-v-m8r
�.
Figure `
� `. \
Figure 3
1/4"
Figure 14. Hip&Ridge(Frederick&Joplin)
n3131500 1.4 FL18355-R4 Page om1,
This evaluation reporf 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 ` herein.
� {
�|
G RE e K TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Vintage®Hip&Ridge. Basic Wind Speed(Vo): 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 inaccordance with FBC requirements.
Installation: Installed with 5 inch exposure in accordance with the FBC
and manufacturer's published installation instructions. The
direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing wind
Start 5" exposure
0.0.111104
here
11111M1 0000411111rWLIZI.140
in;111 I
=; �l ���16:11111141 `�01 P
^may,
here 5" exposure
Figure 1
{
1"
1„ 5�
Fastener
Fastener
WIP ��-5.1/2"
-5-1/2"
Figure 2 114" Figure 3
Figure 15. Vintage®Hip& Ridge (Phillipsburg)
TBP15001.4 FL18355-R4 Page 10 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
CREEK TAM KO BUILDING PRODUCTS
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) Allproducts listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code,6th Edition(2017)as evidenced in the referenced-documents submitted by the named manufacturer.
�ttuurr,,�
��`'�,Q°•. �E N F �, 2017.09.25
� •
•' •
No 74021 = 11 :31 :41
* • _ aa
J.. STATE OF / -U '1. -04'00'
� •
T� O P,:�_ Zachary R. Priest, P.E.
� s, •0 R.t••• • C?��� Florida Registration No.74021
/O N\� •E 0%` 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.