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Florida
a .1M Product Approval
® r USER:Public User
RECEIVED •
Product Approval Menu>Product or Application Search>Application List>Application Detail
s v MAY 14 2019
344°' ia K FL# FL18355-R4
l'' ' Permitting Department
Application Type Revision St. Lucie county
...'..**-4 Code Version , 2017
` `-'# # Application Status Approved
',",--:1-74,. .„44,
!r �-
Comments�# .qa;t0sArchived
t't'r ,k , { fr.11 Product Manufacturer TAMKO Building Products,Inc.
x ,, '” yuf Address/Phone/Email PO Box 1404
,F V Joplin, MO 64802
r`'� *;�� (417)624-6644 Ext 2305
r" , 'gyp t .V.1,'1
.'~, kern eden@tamko.com
.Aa Authorized Signature Kern Eden
r
34 s kerri_eden@tamko.com r@"",
.'k A Technical Representative Kern Eden :5)
fi Address/Phone/Email PO Box 1404
':::%t441ti144)
Joplin,MO 64802 C-1
65 (417)624-6644 Ext 2305
Pi;I "l kerri eden@tamko.com
ry
Ri Quality Assurance Representative
f� p- -t�1 Address/Phone/Email
` ''�u , . Category Roofing
;. Subcategory
Asphalt Shingles
i f ; 4I Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
P h ` Professional Engineer
s � r
keg�, ,„, �,� ,�, ___ Evaluation Report-Hardcopy Received
j�t:PV - -,/ Florida Engineer or Architect Name who developed Zachary R. Priest
iii
e `- .�-., ..1„-4,11:4.-
* the Evaluation Report
`` F• M Florida License PE-74021
' 47,1 Quality Assurance Entity UL LLC
r �?, 'n .4 Quality Assurance Contract Expiration Date 10/18/2021
�� ���¢ �2 Validated By • Locke Bowden P.E.
max°"' 1 Validation Checklist-Hardcopy Received
Ni4{104';';.;01'''ill 1 ;
r `' �'" ' Certificate of Independence FL18355 R4 COI TBP15001.4 2Q17 FBC Eval Report Shingles final.p_df
{
f i a si'r't* 4 Referenced Standard and Year(of Standard) Standard Year
4=A+17
#.; ASTM D 3161 2016
' °A ASTM D 3462 2010 i
11,',7,.y`' e '4-'14,4)f ASTMD D 7158 2011
V,, -'''.41* TAS 100 1995
https://wayw.floridabuiiding.orgicrior_aPP dti.asax?pararn=viGEV...vosrHazGXQ+P;83MPT3uofKzDlM2Xu9wu'AirY6PQ!J!ukQ','%3d°43d 5j31/19,10:16 Am
Page 1 of 2
I
1 ,
, it ., _i
I M - 0, �,.,r- -4 Equivalence of Product Standards
t Certified By •
-� , Approved Testing Lab
i" - .:;t FL18355 R4 Eguiv UL letter for standards for FBC 2017.o_df
° t� Sections from the Code
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#h six$p1t'%S f
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y 1 .4. ,f Product Approval Method Method 1 Option D
•
rt.z f ri
Date Submitted 09/25/2017
S,-- V t, ; Date Validated; 09/27/2017
W e �l Date Pending FBC Approval 10/08/2017
t `
, x
Date Approved 12/12/2017
, • Summary of Products.. -_. . - ... , r, .
•. FL# Model,Number or Name Description
t ' 18355.1 Glass-Seal,Elite Glass-Seal, ASTM D 3462 asphalt shingles and hipand ridge shingles
P 99
=- ▪ ti • `3 Heritage,Heritage Premium,
*.6 a " 1 Heritage Wood ate Heritage
s¢ r
• -. v �• Vintage, Hip and Ridge,and Vintage
y��k� � � Hip and Ridge Shingles
r �
.,.�.- ; Limits of Use Installation Instructions
;# Approved for use in HVHZ:Yes FL18355_R4_43_TBP15001.4 2017 FBC Eval Repos S,lgies
Approved for use outside HVHZ:Yes final.p f
" Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021
• .1 Design Pressure: N/A Created by Independent Third Party:Yes
Xe� k Other:See evaluation report for limits of use. Evaluation Reports
FL18355_R4 AE TBP15001.4 2017 FBC Eval Report Shi ales
I A'O�'3� ftD.aLpdf
i f-% Created by Independent Third Party:Yes
1 S .f,Fi 7 . M MI
aa�
4- ` Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
S „4 kT1 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
1 .,t.;,.-,4;-. . ..-,-;„1..:,:,.:.,fF 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
..l mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant tolSection
:4 455.275(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
4, r'1 one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a
l ,tr -1,1 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
1"ti ,.$ r ,3� 455,F.S.,please click here.
i 4V64.4. 1 '� - Product Approval Accepts:
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I �'` tfi, _j Credit Card
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hitps:I/vq v.ftoridabui!ding.org'pr/orapp-dti.asox?param=wGEV... osrHazGXQW33P;1PT3uofKzG1i412Xu9svuV:'mY6PQIJIukCi°;,3d".%3d 5/3/i9, 10:16 AM
Page 2 of 2
-A Certificate of Authorization No.29824
f K 17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,6Th EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September25,2017
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
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-31402-01 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) I0CA50498 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) 1 4787043752 ASTM D 3161 2016 1
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 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLG 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 Inot
specifically addressed herein.
, I
FGREEK TAMKO BUILDING PRODUCTS
.- Asphalt Shingles
TECHNICAL SERVICES, LLC
PROD4CT-DESCRI•TION
j
lite 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
- aloosa) 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.
Heri .ge® 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dal as, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Joplin, Phillipsburg& complying with ASTM D 3462.
Tuscaloosa)
- ' . •- • - um 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 Floridaproduct approval under Rule 61 G20-3. The manufacturer shall notifyCREEK
PP
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
INSTALLATION
Elite Glass-Seal® Basic Wind Speed(Veit): Max_ 194 mph
(Frederick,Joplin& Basic Wind Speed (•asd): 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
Nailing ---------- - _ ------------ 6418"
5-118"
Butt Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern (Non-HVHZ only)
NAILS
Nailing - --- 6-7/8"
Area - 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.
. ,
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
r
TECHNICAL SERVICES, LLC '
Heritage@ , Basic Wind Speed (Veit): Max. 194 mph
(Dallas, Frederick,Joplin, Basic Wind Speed (Vas): Max. 150 mph
Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 19/32 in. plywood or wood plank fo
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. I
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.
it
FASTENERSNAIL ZONE
j /COMMON
1 • A BOND
-118" \ \ I \ I .
EXPOSURE 6-5/8"
L f
1" II- 12-1/2"-►}- 12-3/8" -144- 12-1/211 1--1"
Figure 3. Heritage®, Heritage®Premium, and Heritage®Woodgate(Dallas)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE
''. FASTENERS
/COMMON
• BOND
. \ \ I \
6-118" EXPOSURE 3-5/8"
1 Iti 14-7-1/24i4-7-1/2"-014- 7-3/8" 7-1/2"44-7-1/2"4I 141"
Figure 4. Heritage®& Heritage® Premium
6 Nail Pattern
TBP15001.4 j 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
L:, 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
. ,
, .
JF r CREEK .
TAMKO BUILDING PRODUCTS1
Asphalt Shingles
TECHNICAL SERVICES, LLC
NAIL ZONE/
i.. COMMON BOND
jer—T—VASTENERSisr
NO14 Aro...
• • • li
6-1/8" '
tiT
EXPOSURE 55/EM
\ I
1 I±
1:141 1+7-1/21+-7-1/2444*-7-3/84-1/2+7-1/22.1 14–Si"
Figure 5. Heritage®Woodgate
6 Nail Pattern
. .
: : 1
-*11'11"14 12-1/2" .; . ;4 12-1/2" *11'11114- ,
1
i
i. , ,
; ! al Common Bond
FASTENERS
ft yy
1 ;
th -i:e4:z§."M'.‹,:WW"; A:::3MM,"-. '':::: :• :?. :KX:1;?.?.':MiUAli:Ni':? — ,
— —4711iloAf
ZO,,
9 a
I
\ \ cb
1'
Lo x
FA 4
I 4 39-3/8°
Figure 6. Heritage®, Heritage®Premium, &Heritage®Woodgate
Alternate 6 Nail Pattern
,• 1
PAINT
LINE I
,
!
7-718" # _____a-NAIL ZONE
...-..•=msi
. '
EDGE OF ,
6-1/ 11 1111111-quilill COMMON
EXPOSURE
5-5/8"
, .
Ailli ACCEPTABLE
NB
FASTENER LOCATION
, 1
DO NOT FASTEN
ALONG EDGE OF
. ,
COMMON BOND I
:: 111111101" PREFERRED
'
, FASTENER
LOCATION
. 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 1
. '
., 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.
. 1 .
I ' ,
C pfC E E.K TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage@ Premium Basic Wind Speed (V„it): 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
51/211 EXPOSURE 5"
1"—►I 1-- 11"--♦ -- 12" — 11"—, 14-1"
Figure 8. Heritage®Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERS /COMMON BOND
I
51/211 I EXPOSURE 5"
_L i I�
1 ��� 14-91/21-m--344-- 9"-4014-3241--91/211-01. 14-1"
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 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®Woodgate Basic Wind Speed(V„it): Max. 194 mph
(Frederick) Basic Wind Speed (Vasd): Max. 150 mph
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank fpr
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/
• 1FASTENERS /COMMON BOND
j
rizt
- T
5-112" EXPOSURE 5"
1' F- 11" 4.-12-3/8'r- - 11" --- 1 k-1"
Figure 10. Heritage®Woodgate(Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
f- ASTENERSyt
/COMMON BOND
Elf
7 5.112" EXPOSURE 5"
1"-1101 14 9-1/2"-01441 4_9-3/8"--44-3' 9-1/2"-PI I.-i"
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,LLC1of 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; GREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage@ Vintage® 1 Basic Wind Speed(Volt): Max. 194 mph
(Phillipsburg) I Basic Wind Speed (Vag): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements; ,
Solidly sheathed min. 19/32 in. plywood or wood plank fo'•
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.
, ugurnt 1 1 Exposure
._,_' hi 2 Math. Z %Itch
C' Nail
± 11100011 ore
17-1/2"
S'
Expasure
i
AC . ¢VS 9.1M•��9.1M•4-9-1
1 •
{4-10.316•-11.{ 1'0 -1O I4 -
Figure 12. Heritage®Vintage®
5 Nail Pattern (non-HVHZ only)
Exposure
Notch
Mr...
6. -' A Nil
Zone
17-1/2`
r
Brpown
I i 7-3/f' 1.1. 73/r 774- ►i. 7.34--0.14-77T
1
11
�7 'I I` 141 lo—L7tr .I
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;Inot
specifically addressed herein. ,
1 .
GREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Hip&Ridge Basic Wind Speed(V„it): Max. 194 mph
(Frederick&Joplin) Basic Wind Speed(Val): 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
Start 5-1/8" exposure
ere - .•1
11/1111A11311
00
`4mm-y ���11 ;Vii11./
sisiaw
Start
Figure 1 here 5-1/8" exposure
1 „ 1"
astener ` ' Fastener
F
" 5/8"
Figure 2 "• \ Figure 3
1/4"
Figure 14. Hip & Ridge (Frederick&Joplin)
•
•
•
I I
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 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 CREEK TAMKOBUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Vintage@ Hip&Ridge Basic Wind Speed (V„it): Max. 194 mph
(Phillipsburg) Basic Wind Speed (Vasj): 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. Th
direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing wind
Start 5" exposure
here l
111111101111\111
sztrze
.�y. Start ��
here 5" exposure
Figure 1
1"
Fastener Fastener
--1• 15-1/2" r'L5-1/2"
Figure 2 1/4" Figure 3
Figure 15. Vintage®Hip & Ridge(Phillipsburg)
I i
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.
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
k ' 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. F
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,6th Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
```` VkY�IR►�P "
G�,P R" \ 2017.09.25
•
No 74021 �(
*; •* = 11 :31 :41
*
-13 CC —04'00'
STATE OF
'•'P410°N
1°::‘;*
•'��/ Zachary R.Priest, P.E.
S O RA
1 �� Florida Registration No.74021
S��NA�� ���`
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.
i I
END OF REPORT
TBP15001.4 i 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.