HomeMy WebLinkAboutProduct Approval I
TAKO ULDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Woodgate Basic Wind Speed(Vd : Max.194 mph
(Frederick) Basic Wind Speed(V°,d): Max.150 mph
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in.j�ilywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC require'rrients.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application linstructions when installing
i shingles at slopes greater than 2'1:12. 1
Installation (Non-HVHZ): Installed with 5 in. ei posure,:in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or°6 Nail Pattem"detaOO below.
I
NAIL ZONE/
_ FASTENERS
K
OMMONI BOND
5-1/2" EXPOSURt W
110 -i�12,3/S" 11" -•� �—in
Figure 10. Heritage®Woodgate(Frederick)
4 Nail Pattern(non-HVHZ only)
I •
NA ZONE/
FASTENERS, OOMNONIBOND
1
jEXPOSSIJAE 5-
Figure 11. Heritage®Woodgate(Frederick)
6 Nail Pattern
I �I
1
7
I I 1
I
f 19
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1
TBP15001.3 FI-18355-R3 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 ethe`r'product attributes that are not
specifically addressed herein.
Ii
j 1
i TAMKO BUILDING PRODUCTS
CREEK I Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Vintage® Basic Wind Speed(Vwt): Max.194 mph
(Phillipsburg) Basic Wind Speed(Veld): Max.150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in.110ywood 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 ln.,plywoo� or wood plank for
new construction;Min.7/16 in.dtB existing construction.
Undedayment In accordance with FBC require,r6ents.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturers application liristructions 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 usirig "6 Nall Pattern"detailed
below.
Installation (Non-HVHZ): Installed with 5 in. exposureli In accordance with FBC
f
requirements and manufacturers p6blished installation
instructions. Shingles shall be liitache4l using either"5 Nall
Pattern"or'6 Nall Oalt4m"detA led below.
43 .
61
——— -- — ——— —— ——
9W
Figure 12. HeritageO Vintage®
5 Nail Pattern(non-HVHZ only)
r
Tr
DPW
Figure 13. Heritage@ Vintage i f,; ?
6 Nall Pattern
TBP1500I.3 FI-18356-113 I j Page 8 of 11
This evaluation report Is provided for State of'Flodda product approval under Rule 51G20,-3. The'manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duritibn for which this report is valid.
This evaluation report does not express nor Imply warranty,installation,recommended use,or ottie'r product attributes that are not
specifically addressed herein.
� � I
GREEK T4.MKO BUILDING PRODUCTS
j Asphalt Shingles
TECHNICAL SERVICES, LLC
Hip&Ridge Basic Wind Speed(Vit): Max. 194 mph
(Frederick&Joplin) Basic Wind Speed(Vey): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19132 in.�plywood or wood plank for
new construction; Min. 15/3:2 in.'I plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 Ini'plywood or wood plank for
new construction;Min.7/16 in.0S13 existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance1with 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. I
I
Direction prevailing wind
exposure
I
�iene-
V Ax
hemy
Figure 1 5-1/b explD$Ure
In
I
Fastener Fasner .!
I!,
Figure 2 Figurel3�l''
Figure 14. Hip&Ridge(Frederick&Joplin)
I1
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I ,
I '
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TBP16001.3
FL18355-R3 j•' Page 9 of 11
This evaluation reportr is provided for State of Florida product approval under Rule 61G20-3. The nii:inufacturer 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 I
I I �
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�•- ri;:,.xC3 i.c!":,;,;::. ! �.l@ 1•: f.Eh'S6•`y,�i;A:.ds'3 h7T C.,rn��:� +a 4V
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10!27I12017 Florida Building Code Online
Mrs
Business
&.Frofessional
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�4 Product Approval
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Product Approval Menu>Product or Aonlicatim Search>Application List>Application Detail `
FL# FL18355-113
Application Type Revision
Code Version 2014 j
Application Status Approved
Comments
Archived I j
I
Product Manufacturer TAMKO Building Products,Inc.
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kern eden@tamko.comi i
II
Authorized Signature Keni Eden i
kerri_eden@tamko.com
Technical Representative
Address/Phone/Email i I
Quality Assurance Representative
Address/Phone/Email
I
Category Roofing I
Subcategory Asphalt Shingles
i'
Compliance Method Evaluation Report from i Florida'Registeried Architect or a Licensed Florida
Professional Engineer
1- Evaluation Report-Hardcopy',',Received
Florida Engineer or Architect Name who developed the Zachary R.Priest
II
Evaluation Report
Florida License PE-74021 !
Quality Assurance Entity UL LLC I
Quality Assurance Contract Expiration Date 01/07/2019
Validated By Locke Bowden j
l! Validation Checklist L Hardcopy Received
Certificate of IndependenceFL183S5 R3 COI TBP15001.3 FB_C_2014!Product Evaluation Report
Shinales.pdf
I I
Referenced Standard and Year(of Standard) Standard '
Year
ASTM D 3161 2009
I
ASTM D 3462 I 2009
ASTMD D 7158 2008
TAS 100 I ' 1995
Equivalence of Product Standards
Certified By
i I
Sections from the Code
i
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htips:/Ifloddabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofK12FSvRVj3y[lYNuoJiP6gg*/o3d`/pad 1/2
{ /
1 Florida Building Code Online i `
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/
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pmuoct Approval Method Method xOption o
/
Date Submitted 05/09/2017
/ oa�� os/�V/aozr '
'----- |
-- ------- i
Date Pending FSC Approval 05/15/2017
�
Date Approved 08/08/2017
/ Date Revised 09/25/2017FL Model,Number or Name Description I
18355.1 Glass-Seal,Elite Glass-Seal, ASTM D 3461 asphalt! I hingleli and hip and ridge shingles
Summary of Products
/
Heritage,Heritage Premium,
Heritage Woodgate,Heritage
Vintage,Hip and Ridge,and Vintage
Hip and Ridge Shingles
Limits of Use Installationinstru ons
Approved for use outside HVHZ:Yes Report Shinglesodf 1
Impact Resistant:N/A I
Verified By:lZacharyl k.Priest PE-74021
Design Pressure:N/A Created by I.ndepende''nt Thiril Pa Yes
Other:See evaluation report for limits of use. Evaluation Repo I
PL183!;5--Rj AE 5001 q FBC.2014 Product Evaluation
Report ShInallies,nd
Created by�ndependiijnt Thiril Party:Yes
Contact us 2M Blair S—ftne FLoad,TAilabitsse
The State of Florida Is an AA/EEO employer.copyright 2007-2013 State of Florida.::Mm'_.tatem.S";.� cissibility Statement::Ftefund statement
Ar
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
4.,mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any qluestions,please contact 850.487.1395.*Pursuant to Section
.275(l),Florida Statutes,effective October 1,2012,licensees licensed under chapter 455,F.S.1must provide the Dep'aftmertt with an email address Ifthey have
one.The emalls provided may be used for official communication with the licensee.However email addresses aie.oublic reiard,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 6termine 11"you are a licensee under Chapter 455,F.S.,
please click
MR RIM RNER E
Credk Card
Certificate of Authorization No.29824
C520REEK
Edinburgh Dr
i Tampa,FL 33647
TECHNICAL SERVICES, LLC ; • 1 (813)480-3421
i
EVALUATION REPORT FLORIDA BUILDING 6omiST"EDITION(2014)
Manufacturer: TAMKO BUILDING PRODUCTS Issued May 9,2017
` 220 West 0 Street
' Joplin,MO 64801
(417)624-6644
Manufacturing Plants: Joplin,MO
Phillipsburg,KS
Frederick,MD
Dallas,TX
j Tuscaloosa,AL 7
Quality Assurance: UL LLC(QUA9625)
SCOPE a
Category: Roofing
Subcategory: Asphalt Shingles I ,
Carle Sections: 1507.2.5,1507.2.7.1,1523.6.5.1 `
Properties: Physical properties,Wind Resistance,Wind Driven Rain
i
REFERENCES
Enti
Report No. Standard Year
PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 i 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 i 1995
PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 4 1995
PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-165-02=01 TAS 100 j 1995
PRI Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-003-02-01 TAS 100 ; 1995
PRI Construction Materials Technologies(17ST5878) TAP-007-02-01 TAS 100 i 1995
PRI Construction Materials Technologies(TST5878) TAP-314-02-01 Rev 2 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1
PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TRS 100 ; 1995
UL LLC(TST9628) 02NK9507 ASTM D 3161 2009
UL LLC(TST9628) 04NK24366 ASTM D 3462 :2009
UL LLC(TST9628) 05NK28006 ASTM D 6381 ; 2008(2013)e1
U112390 '
ASTM D 71f58 2008d
i UL LLC(TST9628) 06NK03898 ASTM D 3161 2009
ASTM D 3462 12009
UL LLC(TST9628) 08CA69132 ASTM D 3161 ',2009
UL LLC(TST9628) 09NK07896 ASTM D 3161 12009
ASTM D 3462 12009
UL LLC(TST9628) IOCA60498 ASTM D 3462 '2009
UL LLC(TST9628) 10CA64882 ASTM D 3161 i2009
UL LLC(TST9628) I INK14014 ASTM D316'1 2009
ASTM D 3462 ;2009
UL LLC(TST9628) 12CA24551 ASTM D 3161 �2009
UL LLC(TST9628) 4786110543 ASTM D 6381 ;2008(2013)e1
UL LLC(TST9628) 4787043752 ASTM D 3161 2009
UL LLC(TST9628) 4787148748 ASTM D 7158 !2008d
ASTM D 3161 '2009
ASTM D 3462 12009
CREEK Technical Services LLC(ANE11669) TBP15001.3 Calculations! :2017
TBP15001.3 FL18355-R3 i --Page 1 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20.3. The mhnufactuier 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.
E ,
i `r1yi�YrM
h
1 1
CREEK
i TAMKO BUILDING PRODUCTS
i1 K Asphalt Shingles
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION ( i
Elite Glass-Seal@ 12-1/4"x 36", ASTM D 3161, Class F and ASTM D 7158,Klass N 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 3169, Class F and ASTM D 7158,Mass Hself-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 12-114"x36".ASTM D7158,Class H self.-sealing,3-tab asphalt shingle with fiberglass
(Joplin) mat coated on both sides with asphalt and surfaced with 6eramic!granules complying
with ASTM D 3462. Shingles shall be used in the non-HVHZ only,
I
Heritagef@ 13-1/4" x 39-318", ASTM D 3161, Class F and 'ASTM D117158,1 Class H fiberglass
(Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Joplin,Phillipsburg& complying with ASTM D 3462.
Tuscaloosa)
Heritage®Premium 13-114" x 393/8", ASTM D 3161, Class F and ASTM D!71581'
!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 min,6i`al granules complying with
ASTM D 3462.
i Heritage}ViiintageS 17-1/2"x 44",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. Ii
Heritages@ 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 surfacied with mineral granules
complying with ASTM D 3462. I I''! I
i
Heritages@ 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 v=ith ASTM D 3462.
VintageO Hip and Ridge 12"x 12", ASTM D 3161, Class F fiberglass reinforced, NO and.I dge asphalt shingle
(Phillipsburg) surfaced with mineral granules complying with ASTM D 3462.
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TBP15001.3 FL18355-R3 ! Page 2 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G203. The'manufacturershell 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
' I I
FKO BDING PRODUCTSCREK
Asphalt Shingles
TECHNICAL SERVICES, LLC �
;
INSTALLATION
I
Elite Glass-Seal® Basic Wind Speed(V tt): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed(Vesd): Max. 150 mph
Tuscaloosa) Deck(HVHZ): In accordance with FBC requirer.nents;•�
& , Solidly sheathed min. 19/32 ink 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
i new construction;Min.7116 in.bSB existing construction.
Underlayment In accordance with FBC requirements. �
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application i'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 5-1/84nch exposure in accordance with FBC
requirements and manufactuieir's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
I �
NAILS
i .-1"
I T-4
NaTmg -� - 6-718"
AM
�BClge I� i
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern(Non-HVHZ only)
I � i
NAILS
1n`
"I ,I
I
I
Nailing _ —.... ......-----
— ----- -i :l I
Birt Edge
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern
i
TBP15001.3 FI-18355-R3 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 othei productlattributes.that are not
specifically addressed herein.
II
i
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(
' TBp15un
I
CD TAMKO BUILDING PRODUCTS
it K AsphaR Shingles
TECHNICAL SERVICES,LLC
NL;ZONE/
'ASTENEgS comlwDN BEND
In
} ji:
; I
1Q .1
:112i-'112
Figure S. Heritage®Woodgate 1
6 Nail Pattern
I �
12-112"-►�
I •rs ,
®Common Bond
FASTENERS
� r
+ ' l
m �
i�
I I;
Figure 6. Heritage®,Heritage®Premium,&Heritage®Woodgate
Alternate 6 Nail Pattern I'
I
PAINT °
CINE. i
14W.
-- _ r,, L.ZONE
l
G=11$° I' EDGE OF
i COMMON
�► 1 BIOND
.� 1
0S U i E
. �AGCEPTA�LE I I,I.
-FASTENER LOCATION
DO NOT FASTEN
ALON%1NDGE.OF
GOMMBOND
FASTE ER
LOCATION
Figure 7. Heritage®(Tuscaloosa) ! ;�
Expanded Nail Zone
Nall patterns from Figures 3,4,and 6 may be placed in the nail lone as-described above
I i I
I
TBP15001.3 FL18355-R3 I I Page 5 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 productlattributes that are not
specifically addressed herein.
I �
TAMKO BUILDING PRODUCTS
CREEK I,: 'I Asphalt Shingles
TEcHMICAL SERVICF-s,LLC
Heritage®Premium Basic Wind Speed(V,44: Max.194 mph
(Frederick) Basic Wind Speed(V�): Max.150 mph
Deck(HVHZ): In accordance with FBC1 require 6ts;
Solidly sheathed min. 16132 in.�!frlywcod or wood plank for
now construction; Min. 15/32 in. plywood existing
construction. I I
Deck(Non-HVHZ): In accordance with FBC requirements;Solidly sheathed min. 15/32 in.1'plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBG,require I riients.
Min.slope: 2:12 and in accordance with FbC requilrements. Refer to
the manufacturer's application',instructions when installing
shingles at slopes greater than 2-112-1
Installation(HVHZ): Installed with 5 in. exposure in �ccord,iince with RAS 115
and manufacturer's 6ubllsheif! installation Instructions.
Shingles shall be attached using "6 Nall Pattem" detailed
below. �
Installation (Non-HVHZ): Installed with 5 In. e!xposiure'I I n accordance with FBC
requirements and manufacture s published installation
instructions. Shinglesshat',
h�fi be attached using either"4 Nall
Pattern"or'6 Nail Patte m deta I if belo,W.
NAIL ZONE',
FASTENERS, . COAMON BOND
EAW/O EXPOSURE, 5 n,
1" 11 12
Figure 8. Heritage®Premium(Frederick)
4 Nall Pattern (non-HVHZ only)
NAILZONE1
FASTENERS
COM''ii!ON BOND
T
9 T
EXPOSURE 5"
1/2 IT
Figure 9. HerltageO Premium(Frederick) 1;'
6 Nall Pattern
TBP16001.3 FL18355-R3 1 4- 1 Page 6of11
This evaluation report is provided for State of Florida product approval under Rule 61G20i,3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the dunition for"Ich this report is valid.
"I
ch evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.