HomeMy WebLinkAboutProduct Approval-Shingles II.
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Product Approval Menu>Product or Application Search>Application List>Application Detail li
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3x�, FL# FL18355-R4 ��pg•p Ge
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Application Status Approved
- i4 Commentsv.
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�� +3 Product Manufacturer TAMKO Building Products,Inc.fr.iVy
, 417' �1 Address/Phone/Email PO Box 1404 ��
°�'" 'ws Joplin,MO 64802
� + X417)624 6644 Ext 2305 '
it kerri_eden@tamko.com
k11.741
. :, .' Authorized Signature Kern Eden
t kerri_eden@tamko.com
1' Z ' '''1'..1:4?-4
'1 z, Technical Representative Kerni Eden
7 r btu .1 Address/Phone/Email PO Box 1404
s__,.,,,,:-414.1 Joplin,MO 64802
,.} ez� X417) 624-6644 Ext 2305
r,: � . kerri_eden@tamko.com
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" A'^ I I
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2 0, ,.,0, Category Roofing
, ' Subcategory Asphalt Shingles I
jp,
4Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
1-_,-`2744,5 V s- . , Professional Engineer
r '
_ Evaluation Report-Hardcopy Received
*� t :.'
, sem. Florida Engineer or Architect Name who developed Zachary R. Priest
-;; �i
.. _: the Evaluation Report
i , + , Florida License PE-74021
r-Vv.,..,,"4tve.4,1 Quality Assurance Entity UL LLC
} �V-,.1 Quality Assurance Contract Expiration Date 10/18/2021
�� Locke Bowden P.E.
"-�, a� ; Validated By,
s tp '� Validation Checklist-Hardcopy Received
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F'(( S � f7'
1 r' '� 4
v Certificate of Independence FL18355 R4 CO! TBP15001 2917 EBC Eva) Report Shingles final.p�f
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+'l ,Y7 Referenced Standard and Year(of Standard) Standard
r�x" " � i Year
''' :VI ASTM D 3161 2016
y
tw. • 4,~) ASTM D 3462 2010
,i. i ASTMD D 7158
2011
TAS 100
1r.,,,,-,,.,..j 1995 II
;;;fi -': -*:may, !
>..,.. rte. -,._ i
https://www•v.floridabuilding.org;or pr_aop dtl.aspx?param=wGFV...rosrHazGXQW83MPT3uofKzD1M2Xu9v.ruWmY6PQl.Jluka%3d��3d 5/3(19,10:16 Aivl
Page t of 2
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},,,; 4 = : Equivalence of Product Standards
„ r-,4p w.1 Certified By ,
' •3 Approved Testing Lab
`i FL18355 R4 Equiv 1)L letter for standards for FBC 2017.polf
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I � • Product Approval Method Method 1 Option D
r ti _ Date Submitted, 09/25/2017 'i
`;*r '� Date Validated 09/27/2017
Vie' }y�" Date Pending FBC Approval 10/08/2017
3, t a g r
4 Date Approved 12/12/2017
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F
rr>a ' :4- Summary of Products: - . , . . . ..
▪ a'.�-1 I
i ▪ j FL# ,Model,Number or Name Description
3
c -: 18355.1 Glass Seal, Elite Glass Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles
-4x ? Heritage, Heritage Premium,
£4Ps fr 9 g
'� , 't Heritage Woodgate,Heritage
a p A3 'P , i Vintage,Hip and Ridge,and Vintage '
. k Hip and Ridge Shingles
t , z. Limits of Use
Installation Instructions
Approved for use in HVHZ:Yes FL18355_R4 E_TBP15001.4 2017 FBC Eval Report ShingLe,s
} 'a Approved for use outside HVHZ:Yes I a
ka A Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021
f , : Design Pressure: N/A Created by Independent Third Party:Yes
R.:-';', ..144;,,.,:47 ,:i Other:See evaluation report for limits of use. Evaluation Reports
Ir -g :-It FL18355 E4_AE TBP15001.4 2017 FBC Eval Report Shingles
,
' f. `1 final.pdf !
a ., Created by Independent Third Party:Yes I,
tS(� +.f n-,Rit. .. ze 31 1
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r,,,:1- 44%$10W,-,,Z.2, Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 phone:850-487-1824
y �;,. sj,; The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
° I
E 4at',,� ia� '_- :-1 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
{ r.y 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 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
f `` a, 0 ‘t -:. kt• 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�lsupply a
-r , x {? ..* 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
4 Witi r 455,F.S.,please click here.
q, � -• .4 Product Approval Accepts: '
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haps://www.floridaouilding.org'priulr;app-dtl.asax%param=wGcV...vosrHazGXQW33MPT3uofKzDIM2Xu9wuWmY6PC)IJ1ukO%3d Sci 513 19, 10:16 AM
Page 2 of 2
�,,,; Certificate of Authorization No.29824
CREEK 17520 Edinburgh Dr
Tampa, FL 33647
;z; TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,6Th EDITION(2017)
11
Manufacturer: TAMKO BUILDING PRODUCTS Issued September25,2017
220 West 4v'Street
Joplin, MO 64801 '
I (417)624-6644 I
Manufacturing Plants: Joplin, MO
Phillipsburg, KS I
; Frederick,MD
1 Dallas,TX
Tuscaloosa,AL
Quality Assurance: UL LLC(QUA9625)
SCOPE
Category: 1 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
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 �I
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 D 6381 2008(2013)e1
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)el
UL 2390
UL LLC(TST9628) 06NK03898 ASTM D 7158 2011 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) 11NK14014 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 12CA24551 ASTM D 3161 2016
UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)el
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
1
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
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
PRODVDESCRI•TIONI
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
P P 9 9
aloosa) ceramiccom ranules complying in with ASTM D 3462.
9 P
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.
Heti -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 j 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.
• �I
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.
Ij
it
TBP15001.4 FL18355-R4 Page 2 of 11
This evaluation report isi provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC;of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are.not
specifically addressed herein.
1 .
CREEK. . TAMKO BUILDING PRODUCTS
1 1 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; !I
& 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) 1 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 instruction's.
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
4-111 7 11. ,
i ------------- --;T 8-718"
Nailing`- - ; - — . —�
Area --
5-1/8" ��
N.
Butt Edge
Figure 1. Elite Glass-Seal
9 &Glass-Seal
4 Nail Pattern (Non-HVHZ only)
NAILS ,
•,-11/ 1- — Ij
Nailin —
9 i i •i it
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. 11
1
i
r CREEK TAMKO BUILDING PRODUCTS,
Shingles
1 TECHNICAL SERVICES, LLC
Heritage@ 1 Basic Wind Speed(Vui,): Max. 194 mph ;I
(Dallas, Frederick,Joplin Basic Wind Speed (Val): Max. 150 mph ;j
Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; 'l
& 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 r new construction; Min. 7/16 in.OSB existing construction.
(Dallas&Frederick) Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ): Installed with 5-5/8 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-5/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation
' instructions. Shingles shall be attached using.either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
FASTENERS NAIL ZONE
COMMON .,
Ori BOND
6-118" EXPOSURE 5-5/8"
4.__ . \ \ I \ _ I 1
11L-..1 It - 12-112"--Pig-- 12-3/8" —10141— 12-112"-4 14-1"
Figure 3. Heritage®, Heritage®Premium, and Heritage®Woodgate(Dallas)
4 Nail Pattern (non-HVHZ only)
FASTENERS NAIL ZONE
/COMMON
,11C1
t \ \ I \ i
6_18"4
EXPOSUREBOND a-3/8"
1
1" 7-1/2" 7-1/2" r- /8' 7-112" 7-112'-►� �- 1"
Figure 4. Heritage®& Heritage®Premium
6 Nail Pattern
;i
TBP15001.4 FL18355-R4 Page 4 of 11
This evaluation report is provided for State of Florida product approval under Rule 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
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
i NAIL ZONE/
ASTENERS COMMON BOND ,I
TT l' ! i i
6-1/8" \ 1 EXPOSURE 5 5/8"
1 �-
11.41+7-1/2'41-7-1/244-7-3/84-7-1/2+7-1/241 144-'..1"
Figure 5. Heritage®Woodgate
6 Nail Pattern '
-►I1";1";e 12-1/2" ► ;i 12-1/2" 1.i1"!1'94--
I i i
•
•
1 i i I
i
I i i i i
i i ; ; `
Common Bond
1 FASTENERS ' ;
vN i:// ):.4: ; .
•:F.•, i ,V; Sf•i:.;W`rny',rri:5::;;;y::' :: :2,'r.::r:...... ',:;:r::41:1>:
f 70
m N '
LL)d O
'
• +w 1
39-3/8" ►
Figure 6. Heritage®, Heritage®Premium, &Heritage®Woodgate
Alternate 6 Nail Pattern
,
PAINT ,I
LINE
7-7/8" 4 _J-NAIL ZONE
6-118 INI 1111 ITIIIIIMV1111 EDP
11
COBO
•
EXPOSURE
XP8 SURE
FASTENER LE
pip OCATION !!
DO NOT FASTEN
ALONG EDGE OF Iii
COMMON BOND
•
1 '! ( 1011rAur 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'
TBP15001.4FL18355-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
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
t
5112" EXPOSURE 5"
I 1 '!
1"-01 Id— 11"--olio12" — 11"—ol 14-1"
Figure 8. Heritage®Premium (Frederick) !I
4 Nail Pattern (non-HVHZ only)
ii
NAIL ZONE/
FASTENERS /COMMON BOND
t . i
51/2" EXPOSURE 5"
1 "--►j 14--91/24-3414— 9"— .1a3" 91/2" 1,1
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.
i CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage@ Woodgate Basic Wind Speed (V0): Max. 194 mph
(Frederick) Basic Wind Speed (Vag): Max. 150 mph
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;Mina 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 COMMON BOND
�-kaT
5-1/2" EXPOSURE 5"
±
1%41I- ii" -4_12-3/8" 11" -DI 1-1"
Figure 10. Heritage®Woodgate(Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERS /COMMON BOND
t— rtt
5"1/2" EXPOSURE 5"
1i
1" 9-1/2"-0.14-3414-9-3/8"-1441-41-9-1/2"-01
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 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLCiof 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 arellnot
specifically addressed herein.
1
r---: TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage@ Vintage@ Basic Wind Speed (V„it): Max. 194 mph
(Phillipsburg) Basic Wind Speed (Vasa): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements; ii
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. l
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 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
I
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 r
I'.
Y ugImnt 1 Exposure
2 "°�'°` z Noun
T
6' •0001 Nail
n-1/2'
11
s^
Fx pasu re
}
9-14' r ¢IN' –• 9.1/c + 9-1/4
1- _7 •
[4-1 0.3./C—01 H-16314----+.1
Figure 12. Heritage®Vintage®
5 Nail Pattern (non-HVHZ only)
Exposuis
�O +�..� , watch
0 ria
1 Zone 1I
17-1/2"
1
I
4i.4— mir 7.3/1- bit sarr —Hw-
I i-vr 1.
wow
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 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.
I ;i
o [ CREEKTAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Hip&Ridge Basic Wind Speed(V„it): Max. 194 mph
(Frederick&Joplin) I Basic Wind Speed(Va,): 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 prevailing wind
Startne
5-1/8" exposure
111111111LAMI ,.•41101!"..1.04
i loom
Figure 1 here 5-1/8"exposure
1" .i
T
Fastener Fastener5-�" „
Figure 2 ". \ Figure 3
1/4"
Figure 14. Hip & Ridge(Frederick&Joplin)
' 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, LLC1 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.
F .
CREEKCREEKTAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Vintage@ Hip&Ridge Basic Wind Speed (Via): Max. 194 mph
(Phillipsburg) 1 Basic Wind Speed (V I. Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank foir
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.'1
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements.
' Installation: Installed with 5 inch exposure in accordance with'the FBC
and manufacturer's published installation instructions. The
direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing wind
Start 5" exposure
here�_M� ���S�l
���� sem' ^���
/ in •mmailail "'----41111W,,,,,,,4411r4/.....",,,,,.\1"7
Volalltil
. \•
woo
Start 1�►`� 1
here v-----5" exposure
Figure 1
1�, 1"
5" \--..._ 114.
Fastener
lf, Fastener
- \-5-1/2" \
WP
Figure 2 1/e Figure 3
1I
Figure 15. Vintage®Hip & Ridge(Phillipsburg)
TBP15001.4
FL18355-R4 Page 10 of 11
This evaluation report isl 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
1
- CHEEK TAMKO 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) 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.
‘0 PRY R. p ,'e
pi
••........••• , 2017.09.25
•
11 :31 :41
No 74021 li
* • — �,b.•a�.,.
-04'00'
STATE OF : LU,
1.O••. <v
'.�A\ ••' 4 o P::'\�`.� Zachary R. Priest, P.E.
'''�`S8/O N AL E �`�, Organization No.Florida 'ANE11669on No. 21
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. '1
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.