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Product Aoomval Menu>Product or Aoolication Search>Anolication List>Application Detail C F"T v E,l
I�F_
• fL# FL18355-R4 1 L L L 1 11
ara__
Application Type Revision MAR 2 8 2019
Code Version 2017
Application Status Approved ST. Lucie County, Permitting
Comments
Archived 0
Product Manufacturer TAMKO Building Products,Inc.
Address/Phone/Email PO Box 1404 a;
Joplin,MO 64802 1
(417)624-6644 Ex S
kerri_eden@tamk Ex 1 LE
Authorized Signature Kerr!Eden
kerr!_eden@tamko.com
Technical Representative Kerr!Eden
i Address/Phone/Email PO Box 1404
Jopling MO 64802
(417)624-6644 Ext 2305
kerr'j_eden@tamko.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional.Engineer
D Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Zachary R.Priest
the Evaluation Report
Florida License PE-74021
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 01/07/2019
Validated By Locke Bowden
Validation Checklist-Hardcopy Received
Certificate of Independence FL18355 R4 COI TBP15001 4 2017 FBC Eval Report Shinoles final.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D 3161 2016
ASTM D 3462 2010
ASTMD D 7158 2011
TAS 100 1995
Equivalence of Product Standards
Certified.By Approved Testing Lab
FL18355 R4 Equiv UL letter for standards for FBC 2017.pd
Sections from the Code
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paramwGEVXQwtDquvosrHazGXQ... 1/3/2018
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 09/25/2017
Date Validated 09/27/2017
Date Pending FBC Approval 10/08/2017
Pate Approved 12/12/2017
Summary.of Products
FL* Model,Number or Name Description
18355.1 Glass-Seal,Elite Glass-Sea[, ASTM D3462 asphalt shingles and hip and ridge shingles
Heiitage,,Heritage Premium,
Heritage Woodgate,'Heritage
%htage,,,Hlp and Ridge,and
Vintage Hip and Ridge Shingles
Limits of Use Installation Instructions
Approved1or uge-in-WHZ:Yes. FL18355 R4 11 TBP15001.4 2017 FBC EvaI Report Shingles
Approved for Use outside HVHZ:Yes flnal.pd
Impact Resistant:N/A Verified By;Zachary R.Priest PE-74021
Design Pressure:NIA Created by Independent Third Party:Yes
OtherSeL'-evaluation'repoirt for limits of use. Evaluation Reports
FLIS355 R4 AE TBP15001.4 2017 FBC Eval Reno
Shingles final.pd
Created by Independerit"Third Party:Yes
E-2 .eil
Contadt'Us 2601 Blair Stonq Road.Tallahas-nee FL 32394 Phone*856-07-182
'The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State OF Florida..-..'P(IvacV statemen :kccessIbilitystatemen -.-Refundstaterrien
Under Florida law' it addresses are public records-If you do not want your e-a
nill address released In response to a public-records request,do not send
electronic man to thiesmeatity.Instead,contact the office by phone or by traditional mill.If you h i e any q
uestions,please contact 850.487.1395.*Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter''4v5S,F.S.must provide the,Department with an email address If
they have one:Tice emalls provided may be used ficiroffidal communication with the licensee.However email addresses are public record.If you do not wish to
supply,a personal address,pleasaprovide the 6epartment wittf an email addressmbich can be made available to the public To determine if you are a licensee under
Chapter 455.F.S.,please crick hg!L.
Product Approval Accepts;
MIT
Credit.Card
Safe
https://www.floridabuildii9:otg/pr/piSapp dtlaspx?param=wGEVXQWtDqilvosrHaZGX ... 1/3/2018
VERNON- Certificate of Auth6rization No.29824
17520 Edinburgh Dr
C R E�!� K
Tampa,FL 33647
TECHNICAL SERVICES, LLC (8131)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,e EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25, 2017
220 West 4"'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, 1507.27.1, 1523.6.5.1
Properties: Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES
Elft Report No. Standard Year
PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TA13=051-02-()1 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(TST6078) 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 ogies(TST5870) TAP-314-02-01 Rev 2 TAS 100 1995
PRI Construction Materials'Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1
PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 1995
UL LLC(TST9628) 02NK9507 ASTM D 3161 2016
UL LLC(TST9628) 04NK24366 ASTM D 3462 2016A
UL LLC(TST9628) 05NK280016 ASTM D 6381 2008(2013)ei
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'31611 2016
ASTM D,3462 2010A
UL LLC(TST9628) I0CA50498 ASTM D 3462 2010A
UL LLC(TST9628) I0CA64882 ASTM D 3161 2016
UL LLC(TST9628) 11NK14014 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 12CA24551 ASTM D3161 2016
UL LLC(TST9628
4786110543 ASTM D 6381 2008(2013)e1
UL LLC(TST9628) 4787043752 ASTM D 3161 2016
UL LLC(TST9628) 4787148748 ASTM D 7158 2011
ASTM D 3161 2016
ASTM D 3462 2010A
CREEK Technical Services LLC(ANEI 1669) TBP15001.3 Calculations 2017
TBIP15001.4 FL18355-R4 Page I of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The ma-nufacturer 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
CREEKAsphalt Shingles
TECHNICAL SERVICES,LLC i
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.
c
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. 1
s
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.
r,�Hecitage® 13-1/4" x 39-3/8", ASTM D3161, Class F and ASTM D 7158, .Class H fiberglass
;(6a11'as"Frederick,-, reinforced, laminated architectural asphalt shingle _surfaced with mineral granules
Joplin;-Pliifips6ucg.& complying with ASTM D 3462.
a Tascaraosa)
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).
i
Heritage@ Premium 12" x 36", ASTMD 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
I shall be used in the non-HVHZ only.
i
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.
TBP15001A FL18355-R4 Page 2 of 11
This evaluation report is provided for State of Florida product approval under Rule 611320-3. 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.
DING PRODUCTS
CREEK TAmK0 BUILAsIhalt Shingles
TEC14MCAL SERVICES,LLC
INSTALLATION
Elite GlassmSeal@ Basic Wind Speed,(Vult): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed(Vold): 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(N6n- construction.
HVHZ)&Tus6aioosa) Deck(Non-HVHZ): In accordanciEmNith FBC'requirements;
Solidly sheathed min. 16/32 in; plywood or wood plank for
new construction,Min.7/16 in.QSB,existing construction.
Underlaymentf In accordance 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.
12.
Installation(HVHZ): Installed with 5-1/8-inch exposure in accordance with RAS
115 and manufacturees,published.installation
n instructions.
-Shingles shall be attached using '6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-1/&4nch exposure in accordance with FBC
requirements and *manufacturer's, published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern'or-6 Nall Pattern"detailed below.
NAILS
Nailing ................................... 7: 6-7ff
Area
5 Iisit
Baste
Figure 1. Elite Glass-Seal&Glaiss-Sbal
4 Nail Pattern'(Non-HVHZ only)
NAILS
Nailing --- ......------- ..........................
&718"
A ............
Area
5
Ekift Edge
Figure 2. Elite Qlass-Seal&Glass-Seal
6 N911 Pattern
TBP150011.4 FL18355-R4 Page 3ofll
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 this1relJort is valid.
This evaluation report does not express nor imply warranty,installation,
Ilation,recommended Use,or other product attributes that are not
specifically addressed herein.
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage@ Basic Wind Speed(V„it): Max.194 mph
(Dallas,Frederick,Joplin, Basic Wind Speed(Vesd)= 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. I
Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements; I(((
& Solidly sheathed min. 15/32 in. plywood or wood plank for
Heritage@ Woodgate new construction; Min.7/16 in.OSB existing.construction.
(Dallas&Frederick) Underlayment: In accordance with.FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application.instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ): Installed with 5-5/8 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-5/8 in. exposure in accordance with FBC
requirements and manufacturer°s published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
FASTENERS NAIL ZON E
COMMON
BOND
f 6-118"
E-u
RE -618"
11 12-112"-► - 12-3181 --► - 12412` I`--1 r'
Figure I Heritage®,HeritageO Premium,and Heritage®Woodgate(Dallas)
4 Nail Pattern(non-HVHZ only)
r FASTENERS NAIL ZONE
COMMON
BOND
61 EXPOSURE 5-518"
1' h-7-912'=►�-7-1I2"�4- 7-�8"- -7-112" 1-V0-H �11-1"
Figure 4. Heritage@&Heritage®Premium
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 4 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation, recommended use,or other product attributes that are not
specifically addressed herein.
TAMKO BUILDING PRODUCTS S
CREEKAsphalt Shingles
TECHNICAL SERVICES,LLC
1
NAIL ZONE/
ASi'ENERS- COMMON BOND {
It A
i
- i
T �.
6-1/8" EXPOSURE 5 5/8"
t
1." 1/2" 7-'I%2',_ 7-3/8+-112+7-112u1_ �
Figure 6. Heritage@ Woodgatib
6 Nail Pattern
as Common Bond
' FASTENERS
ril ' Ilk
,-
ih
�= r
io
Figure 6. Heritage@,Heritage®Premium,&Heritage®Woodgate
i Alternate 6 Nail Pattern
ti
PAINT
;i CINE.
7-71$" JNAI L ZON E
5
-EDGE OF
8-118-" COMMON
BOND
EXPOSURE
ACCEPTABLE
FASTENERi LOCATION'
DO NOT FASTEN
ALONG`EDGE OF
COMMON BOND
-PREFERRED
FASTENER
LOCATION
.j Figure 7. Heritage®(Tuscaloosa)
Expanded Nail Zone.
Nail patterns from Figures 3,4,and 6 maybe 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 61 G203. The manufacturer shall notify CREEK
Technical Services,LLC ofany product changes or quality assurance changes throughout the duration for which thisreport 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
TECHNICAL SERVICES,LLC
Heritageli)'Premlum Basic Wind Speed(V,10: Max.194 mph
(Frederick) 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. 15132 in. plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Uriderlayment: In accordance with FBG 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 shall be attached using either"4 Nail
Pattern"or°6 Nail Pattern"detailed below.
NAIL ZONE/
FASTENERS fCOMMON BOND
-T
51/2 !URE 5"
EP:01S
ff, 1211 lilt
Figure 8. Heritage@ Premium(Frederick)
4 Nail Pattern(non-HVHZ only)
NAIL ZONI-Et
FASTENERS Ez�:11 COMMONBOND
T T
51/2nSURE V
EPO
Figure 9. Heritage®Premium (Frederick)
6 Nail Pattern
TBP15001.4 FI-18355-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,L1-C.&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.
G RE E i� TAMKO BUILDING PRODUCTS
e
j� Asphalt Shingles
TECHNICAL SERVICES,LLC
't
Heritage®Woodgate Basic Wind Speed(VAt): Max. 194 mph !
(Frederick) Basic Wind Speed(Vesd): 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 COMMON BOND
T
5-112" EXPOSURE Y
i
Figure 10. Heritage®Woodgate(Frederick)
4 Nail Pattern (non-HVHZ only)
F
ij
NAIL ZONF/
COMMON BOND
FASTENERS
rt
1 F08
} 5.112"
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 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
ICREEK Asphalt'Shinjiles
TECHNICAL SERVICES,LLC
Heritage@ Vintage® Basic Wind Speed(V.it): Max.194 mph
(Phillipsburg) Basic Wind Speed(Vasil): Max. 150 mph
Deck(HVH4—): 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. 16132 in. plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Underlayment. In accordance'with FBC requirements.
Min.slope: 212 and in accordance with FBC requirements. Refer to
the manufadurer's applicationinstructionswhen installing
shingles at slopes greater than 21*12.
Installation'(WHZ): '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'
Adm., lkposure
tbictt
Rmnus
re
bl
Exposure
Figure 12. Heritage®Vintage®
67 Nail Paftern(non-HVHZ only)
Notch
T.. Fuaaellt!ts - 11
lane
17.
LF +51
+
I 1W Nw- MW-
Figure 13. HeritageO 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 attfibutes,that are not
specifically addressed herein.
DING-PRODUCTS
C TAMKO BUIL
R E E K Asphalt Shingles
TECHNICAL SERVICES,LLC
Hip&Ridge Basic Wind Speed(V„l!): 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. 15/32, in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 16132 in. plywood or wood plank for
new construction; Min.7/16 in..OSB existing construction.
Underlayment: In accordance with FBG 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 manufacturers published installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
Diteidtion of prevailing wind
Start 5-1/8" exposure
here--
Start
Figure I here 5-1/85'exposure-
lop
astener Fastener
Figure 2 Figure 21
Figure 14. Hip& Ridge(Frederick&Joplin)
TSP15001.4 FL18355-R4 Page 9 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.
ilK L�i l TAMKO BUILDING PRODUCTS
Asphalt Shingles !
TECHNICAL SERVICES,LLC I
z
Vintage®Hip&Ridge Basic Wind Speed(Vw): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vasa): 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. 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 manufacturers published installation instructions. The
direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing wind
hStart 5i" exposure
j5
'7
:i
.l
Start
here 5" exposure
Figure 1
99
V.
y
5, j� , ,
• , Fastener Fastener
r
5-1/2" 1/2"
5
Figure 2 Figure 3
Figure 15. Vintage®Hip&Ridge(Phillipsburg)
TBP15001 A 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.
i
TAMKO BUILDING PRODUCTS {
I-CREEK
Asphalf Shingles i
Tl ct ti ACAL SI=1iaVtcr=S,LILC
LIMITATIONS
f
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 cladd,ing and in accordance.with FBC requirements.
3) The!mean roof height shall be restricted to a maximum 33 ft in the HVHZ.'
4) Classificabon:too,ASTM D 7158 applies to exposure B&C with a building mean foof.height of 60-ft or less.
5) DedK-substrates shall:be clean, dry,, and free from any irregularities and debris. All fasteners in the deck
shall be checked far protrusion and corrected prior to underlayment application.
6) Shindies shall be installed:starting at-the eave'in horizontallayers such that the laps shed water from the
deck.
7) Installation of the: evaluated products shall comply-with this. report, the PBC, 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 61G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R._Pdest, P.E. have demonstrated compliance with the Florida Building
Code,6'h Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
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{ No 74.021 11 :31 :41
—041001
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1 0'�`""•'c� := Zachary.R. Priest, P.E.
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C� Florida Registration No.74021
fill,
Organization No.ANE11669
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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.
# 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 otherentity 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 forwhich 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.