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Product Approval Menu'>Product or Application Search:>:_epolicati�>Application Detail '
FL# FLI8355=114.
Application Type Revision,
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer TAMKO Building Products.,Inc.
Address/Phone/Email PO Box!1404
Joplin,:MO 648,02
(417) 624-6644 Ext2305
kerri_eden @ta m ko:com
Authorized`;Sig_nature Kerri Eden.
kerri_eden @tamko.com
Technical Representative Kerri Eden
Address/Phone/Email 00.Box 1404
J6
plin,,M6 64802
(417)-624-6644 Ext 2305
kern eden@tamko_com
Quality Assurance.Representative
.Add ress/Phone/Emall
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation.Report from a Florida Registered Architect or a Licensed'Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name:who developed the Zachary R. Priest
Evaluation Report
Florida License PE-74021
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date. 10/18/2021
Validated By Locke Bowden P.E.
. Validation Checklist-Hardcopy'R'eceived
Certificate of;Independence FL18355 R4 COI TBP15001.4'2017 FBC.EVal Report Sin'les'final.pdf
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 Eauiv UL letter forstand'ards for FBC 2017.pd
c� r•
Sections from the Code
Product.Approval,Method Method 1 Option D
Date Submitted 09/25/2017
Date Validated 09/27/.2017
Date'Pending FBC Approval 10/08/,2017
Date Approved 1.2/12/2017
Summary of Products
I .
I FL# Model,Number or Name Description
i 18355.1 ^�G-Seai,Eke G4ass-Seal,. y ASTM D 3462 asphalt:shingles:and.hip and-ridge-shingles i
t' Heritage, Heritage Premium,� Heritage; €'Woodgate,Heritage Vintage,Hip'and
Ridge,and Vintage Hip,and Ridge
f Shingles 1
{Limits of Use Itallation Instructions
Approved for use in HVHZ:Yes FL18355 R4,11 TBP15001.4 2017 FBC Eval Report Shing'es {
Approved for use outside HVHZ::Yes Fnal,pd-f
Impact Resistant:.N/A. ! Verified By-.,Zachary. R. Priest PE-74021
Design Pressure: N/A + Created by Independent Third Party: Yes
Other:See evaluation report for limit's of use. Evaluation Reports
' FL18355 R4 AE TBP15001.4 2017 FBC Eval.Re o -Shingles
Lfinal.l�df
LCreated by Independent Third Party:Yes i
Li
Contact Us::2601 Slair Stone Road,Tallahassee FL 32399 Phone,850-487-1824
The State of Florida is an AAJEEOemployer:Copynght:2607-2013 State of Florida. ;:Edypcy Statement;:Accessibility Statement::Refund Statement
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,A0 not send electronic
mein to'this entity.Instead;contact the bffice 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 one.The emalis
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply-a.personal address,please,
provide the Departmeht with an'email address.Which can be made;available to the public,To determine if you are a'licensee under Chapter455,F.S.,please dick: ere.
product,Approval Accepts:
Credit Card
Safe
r `
z " K
Cerfificate of AtifhQrizat on`No, 29824
ffL-
17520 Edinburgh Ur
¢ J Tampa,'FL 33647
TECHNICAL SERVICES, LLB (813)480-3421
EVALUATION .REPORT FLORIDA BUILDING CODE,Je EDITION(2017)
Manufacturer; TAMko'auILDING,PRQDUCTS Issued September25 2017
220 West 0 Street;
Joplin,.MO 64801
(41.7)624-0644
Manufacturing Plants: Joplin, MO
Phillipsburg„KS
Frederick,MID,
Dallas;TX
Tuscaloosa,AL
Quality Assurance: ULUC(QUA9625)
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections;: 1504AA,'1507.2.5, 150.7 2,7:1 1523.6- .,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-061-02-01 TAS 160 1995
PRI.Construction.Materials Technologies(TST5878) TAP.-054-02-01 TAS 100- 1995
PRI.Construction Materiafs Technologies(TST5878) TAP-114-02-01 TAS 160 1995
PRI Construction Materials Technologies(TST5878), TAP-117-02=01 TAS100 1995
PRI Construction:Materials Technologies(TST5878) TAP-130-02-01 TAS i OO 1995
PRI Construction Materials,Technologies(TST5878) TAP-131-02-01 TAS 100 1995
PRI Construction Materials Teehnologies(TST5878) TAP-165-02-01 TAS°160 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-307-02701 TAS 100 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(201I3)e1
PRI Construction Materials Technologies(TST5878) TAP-317-OM1 TAS 100 1995
UL_LLC(TST9628) 02NK9507 ASTM D 31,61 2016: .
UL LLC(TST9628) 64NK24366 ASTM D 3462 26,m
UL LLC,(TST9628) 05NK28006 A8,TMr D 6381 2008(2013)e1
UL 2396
ASTM D'7158 2011.
UL LLC(TST9628) 06NK03898 ASTM D 3161 2016'
ASTM D 3462' 2010A
UL:LLC.(TST9628). 08CA59132 ASTM D 3.161 2016,
UL LLC(TST9628) 09NK07898 ASTM D 3161 -2016
ASTM D 3462 2010A
UL LLC(TST9628) 10CA50498 ASTM D 3462 201 OA
UL LLC.(TST9628) 1 OCA64882 ASTM D 3161 -2016-
UL LLC(TST9628) 11 NK1;4014 ASTM D 3161 201;6:
ASTM D 3462 20*1 OA
UL LLC'(TST (628) 12CA24551 ASTM D 31.61 2016
UL LLC.(T-M628) 4786110543 ASTM D 6381 2008.(201.3)e1
UL LLC(TST9628) 4787043752 ASTM D 3161 2016. .
UL LL'C'(TST9628) 4787148748 ASTM D.7.158 2011
ASTM D.3161 2016
ASTM D 3462• 2010A.
CREEK.Technical.Services LLC.(ANE11669) TBP15001.3• Calculations 2017
TBP15001.4 FL1835.5-R4._ Page,'!of 11
This evaluation:report is.provided'for State`of Florida product approval under,Rule 151G20=3,, The manufacturer shall'hotify CREEK
Technical Services,LLC of any product,changes or quality assurance changes throighout'the duration for which this report is valid.
This evaluation-report does not express nor amply warranty;.installation„recommended use, or other product-atteibutes:that are not
specifcallyaddressed herein.
TAMKO BUILDING PRODUCTS
MCREEK
Asphalt Shingles
TECHNICAL SERVICES, LLC:
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.,
Glass-Seal 12-114" x 36",ASTM_D 3161,-Class F and ASTM,D 7159, .Class H self-sealing, 3-tab
(Frederick& asphalt shingle with fiberglass gnat 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-t6b asphalt shingle with fiberglass
(Joplin) mat coated on both sides with,asphalt and surfaced with ceramic granules complying
with ASTM D 3462. Shingles shall be used in the non-HVHZ only.
Heritage® 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D� 7158`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 13-1/4" 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 71.58, Class .H fiberglass reinforced,
(Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage®Vintage® 17-112"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 34.62.
Heritage®Woodgate 13.1/4" x 39-3/8", ASTM .D 3.161, 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 1Z 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 1'2-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced,, hip and ridge asphalt
(Frederick a Joplin) shingle surfaced with mineral granules complying with ASTM D 3462.
Vintage®Hip and Ridge 12" x 12", ASTM'p 318.1, 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 proyided'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
' Asphalt Shingles
TECHNICAL SERVICES, LLC
INSTALLATION
Elite;Glass-Seal® , .Basic'Wind Speed(Vint): Max. 194.mph
(Fred.erick,Joplin.,& Basic Wind Speed(Vasd); Max:150 mph
Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& - Solidly sheathed'min. 19/32 in..:plywood or wood;plank for
Gla..ss=Seal new construction;: Mim.. 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.7/1.6 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.sl_opes,greater than 21:12..
Installation (HVHZ): .lnstailed with 5-1/81r ch exposure im accordance.with:RAS
115:arid 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 ---- - 64M
Arch - - ---.............
' Butt Edge
figuc+a 1. `EliteyGlass=$e`aS 8 Glisss-Seal
4.Nall Pattern(Non-HVHZ only)
NAILS
:.__. � n
Nailing --•----- .. . .�- --- ---. _.._..- -----..
Area --•.-------------- ------ -- -
5-118"
Buft Edge
Figure,2. Elite Glass-Seal 8 Glass-seal
6 Nail Pattern
TBP15001.4 FL18355=R4 Page 3 of'11'
This evaluation;ieport is proyided for State of Florida product approval under. Rulei69G20-3:,The manufacturer shall notify CREEK
Technical:Services,,L.LC.of ang product changes or quality assurance changes throdghout.the duration,for which this:report is valid.
This evaluation rdoort:doeSr not express nor-imply'Warranty,installation, recommended use,or other,product-attributes that are not.
specifically addressed herein.
�✓r i-
TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
TECHNICAL SERVICES, LLC
Heritage® Basic:Wind.Speed(Vu,t): Max. 194 mph
(Dallas, Frederick,Joplin, Basic Wind Speed(Vasd): Max.150 mph
Phillipsburg &Tuscaloosa) Deck'(HVHZ): In accordance with FBC.requirements;
& Solidly sheathed min. 19/82 'in. plywood or wood plank for
Heritage@ Premium new construction; Min. 15/32 in. plywood- existing
(Dallas, Frederick. construction.
Phillipsburg &Tuscaloosa) 'Deck(Non-HVHZ): 1n 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.
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 57-5/8. 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 ONE
COMMON
BOND
F
POSURE 6-5/8"
V 12412"-► - 12-31$" - -- 12-1121`-�
Figure 3. Heritage®, Heritage®Premium, and Heritage®Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
FASTENERS NAIL.ZONE
COMMON
BOND
6-118" EXPOSURE 3-3l8"
1--►�: h-7-1/2-►�-7-1/2 -�- 7�18'-�-7-1 f2 -►h-7=1/2`� �-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 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 prod uct.attributes that•are not
'specifically addressed herein.
T-AMKO BUILDING PRODUCTS
. , , , Asphalt Shingles
TECHNICAL SERvi:CES, LLC
NAIL ZONE!., `
ASTENERS COMMON BOND
fi=1/8" il
EXPOSURE5 VS"
j
1, �7� +7i'.1/2'*�4-3/8+7-112+-1"12" Z-1 2 Fig6re.5: Heritage0 Woodgate_
6.Nail-Pattern
-►I1 it";. . 12.17Z"
r i;,:`,
1 y ' c* Common'Bond;
I FASTENERS
7 . '''+, '' Y' `' ^%h'eti`h+'.ir�3,v,�`. +:ti. •.v�''-},'; i '.,.{ �+?CTC v: 4`6i`k " ��
M _
�2 R
113 O 7
figure 6. HeritageO, Heritagq&Premium,&-Heritage0 Woodgate
Alternate 6 Nail Pattern
PAINT
LINE
7=7f8" - }NAI L ZO N E
EDGE OF
COMMON.
BOND
EXPOSURE
.
ACCEPTABLE
FASTENER LOCATION
DO NOT FASTEN.
ALONG EDGE OF
----------- —- - COMMON.BOND
PREFERRED
FASTENER'
L'OCATI:ON
FigurO7. Heritage®'(Tuscaioosa)
Expanded Nail,Zone
Nail patterns,from Figures 3,,4,and 6 may b'e placed in the naii zone:as.described'above_
TBP1W1.4 FL-19355-R4 Page 5-of'11
This evaluation'reporE is provided,for State of Florida.product approval under Rule 61.G20=3 The manufacturer shall ootify.CREEK
Technical Services;WC of anytproduct changes,orquality.assurance�.changes throughout the duration for:which this::report`is valid.
This'evaluation;"report does not`express,nor implrwarranty,installation,,recommended use; orother product`atttibutes:that are not '
specifically addressed herein.
E TAMKO BUILDING PRODUCTS•
CREEKAsphalt Shingles-
TECHNICAL SERVICES. LLC,
Heritage®'Premium Basic'Wind Speed(Vuit): Max. 194 mph
,(Frederick) Basic Wind Speed (Vasa): Max. 150 m,ph
Deck•(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new to Min.7/1.6 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 "B 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 Nair
Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONE/
FASTENERS /COMMON BOND
5112° E}fPOSURE 5"
12"
Figure.8. Heritage&P'remium (Frederick)
4Nail Pattern (non-HVHZ:only)
NAIL ZONE/.
FASTENERS COMMON BOND
51I2" EXPOSURE 5°
1 �1-9% 314 ��� 5�� 9%i 1*--1
Ftlg'u`re.9. Heritage®.Premium.(Frederick) "
6 Nair Pattern
TBP15001.4 FL18355=134 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.
t 1
TAMKO RUILDING"P.RODUCTS
i
AsphaltShingles
y/.
TECHNICAL SERVICES, LLC.
Heritageb'Woodgate Basic:Wind Speed.(V„it); Max'. 19..4 mph
(Frederick). Basic Wind Speed'(Vasd)`. Max. 150 mph
Deck•(Non-HVHZ): ''in accordance with FBC requirements;
Solidly sheathed min. 1.5132 in. plywood or'wood. plank.for
new construction;Min.7/16 in:OSB existing construction.
Underlayment; In accordance with FBC..requirernents.
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 (N'on-HVHZ): 'installed with. ,5 :in. exposure in accordance with FRC
requirements and manufacturer's published ,installation:
instructions; ,Shingles -shall.be:attached.using e.ither."''4 Nail
Pattern"or"6 Nail.Pattern"detailed below.
:,. NAILZONE1
FASTENERS
COMMON BONG
T
5-112" EXPOSURE V'
11_" ' .r .--12-3/8"'-r -
Figure 10'. Heritage@-WoodgWip(Frederick).
4,0 Pattern.(non-HVHZ only)
NAIL-ZONFJ
COMMON BOND
FASTENERS
5'1f2+' E3fPOSlIRE 5"
9.-112" 9-318"+3+9-112" �11-11'r
Figure 11' HeritageO W6 dgate.(fredefick) ,
6 Nail Pattern
' t
TBP15001.4 _- FL18355 R4, Page;7 of'1,1
This evaluation<reportis provided.fovStaie of Florida:productapproval under Rule 61G20=3. The.manufacturer shall notify CREEK
Technical.Servjces,LLC of.any.product;ch6nges or quality assurance changes throughout,the.dufation for Which this report.is.Valid.
This evaluation report does"note4p ess n&imply warranty, 1nstal1ati6nr'r6cbmrnended use, or oftier'p�oduct:attributes that-are-not
specificaliy addressed herein.
5
a TAMKO BUILDING PRODUCTS
`t� ' CREIt..a i� Asphalt Shingles
`;, TECHNICAL SERVICES, LLC'
Heritage®.Vintage® Basic Wind Speed(V„it): Max: 194 mph.
(Phillipsburg) Basic Wind Speed M,d): Max.. 150 mph
Deck(HVHZ): In accordance with FBG requirements;
Solidly sheathed min. 19/32 in.,plywood or.wood plank for
new construction; Min. 15/32 im plywood existing
construction.
Deck,.(Non-HVHZ): In.accordance with FBG 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: .2:1-2 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation (H.VH.Z); 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 Nair.
Pattern"or"6 Nail Pattern"detailed.below..
tAlqn�t rxposor
notch
Fasteners N"
- - - - - - - —,— orb
a rvz�
5„
Exposure
v-ta• v,•tia� v-ia'—r�*-�tro
Figure 12. HeritagpO Vintage0
5 Nail Pattern'(non-HVHZ only).
E7gf06UR
N"
Wwr
FaMmm N*9
I
IL
_t t.
figure 13. Herittage@ Vintage®
6 Nail Pattern
TBP15001.4. FL18355-R4 Page 8 of 11
This report'is provided for State of Floeida product:approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,tLC 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.PRCQDUCTS.
C Asphalt Shingles
TECHNICAL SERVICES:, LLC
Hip&R BsiNmd Speed(V.it): '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; Mina 15/32 in. plywood existing'
construction.
Deck(Non-HVHZ).- In.accordance with FBC'requirbments;
Solidly sheathed min. 15/32 in. plywood orl wood plank,for
new construction;Miri.7/1:6 in. OSB:existing construction.
'u.nderlayment: In-accordance with:FBC requirements.
Min.slope:' 2:12 and.in accordance:with FBC:requirements.
Insfallatton Ir►stall'ed with 5-1/8'inch exposure in accordance with the
FBC and manufacturer's published:installation instructions.
Tile'direction.of.the exposed end shall be.away from the
prevailing.wind..
Direction of,prevailing wind
Start 5-1/8"exposure-
here-
Start`
Figure 1 here 5-1/S"exposure.
A""
Fastener '
Fastener
"
:Figure 2 �� Figure 3
1/4
Figure•14. Hip&Ridge(Frederick&Joplin)
TBP15001.4 FL18355-R4. Page 9'6f11'
Th s'evaluation'report•is,provided:for State of Florida,product approval underRule 61 G20-3. The"m'anufacturer shall notify,CREEK
Technical Services;-LW-of any'product changes or quality,assurance chd iges thfddghout the durationforrwh'ich this report is:valid:.
This evaluation.report does.not expresst nor`imp.y Warrantyjnstallation, recommended use;'or other product-attributes that are;not
specifically addressed herein.
CREEK
- TAMKOBUILDI NG.PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
U.intage@ Hip&Ridge Basic Wind Speed (V„tt): Max. 194 mph
(Phillipsburg) Basic Wind Speed (Vasa): Max. 150 mph
Deck(HVHZ).: In accordance with FBC requirements;
Solidly-sheathed min. 19/32 in: plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;Min.7/16 in. OSB existing construction.
Underlayment: In accordance with FBC€equirements.
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.
hart 5" exposure
ere—
Start
here 5- exposure
' Figure 1
1"
Fastener CC Fastener
' �5-1/2;9 r �5-1/2
Figure 2 1/4" Figure 3
Figure 15. Vintage.9 Hip& Ridge (Phillipsburg)
TBP-15001.4 FL18355-R4 Page 10 of 11
This.evaluation report is provided,for'State of Florida product approval'under Rule 61G20-3. The.manufacturer shall notify CREEK,
Technical Services,LLC of any product changes,or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express not.imply warranty, installation, recommended use, or other product-attributes.that are not.
specifically addre"ssed Herein.
TAMKO BUILDING'PRODUCTS
MCREEK, Asphalt,Shingles
k M-M , TECHNICAL SERVICES, LLC
LMTAtioNs
1Y Fire.Classification is not within-th&scbbe of this evaluation.
2) The roof deck-and the,roof,deck attachment e hall be designed by others to meet the:minimum design,loads,
, c.km
established-for components and-cladding and in accordance with.,FBC.requirements.
3) The mean roof height shall be restricted to a'maximum 33ft 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 debrisw All fastehefs'in the:deck
,shall be checked for protrusion and-corrected priorto underlayment application.
'Q) Shinglesinstalled shall be insta led. starting at the eaVe,I in-horizontal layers such that Afto laps shed'water from the.
deck.
7) Installailon of the evaluated products shall comply with this report,1he FBC,, :and the manufacturers.
published application instructions: Whefe,dis�c'r6pbhcies,exist.betWeeri these sources,the more rest.eiciivo,
and,code complian.t,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.
CQMPLIANCE;STATEMENT
The products evaluated herein by Zachary R., Priest, P.E, have demonstrated comoliancib with the:Florida Building
Code,6th"Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
P
201 T09.25
'A 0,
No 740211 %
113 1 :41
wo
0400
53' 8 TAT E OF 14j Z
Zachary OR N R. Priest, P.E.
Florida Registration.No.
" t
f,�t 0 N Al- Organization No.ANE11QO97.4021
CERT(FIPATION OF INDEPENDENCE
CREEK.Technical,Services,LLC does not,have,nor,will it acquire,wfinancial.intprest in any company manufacturing or distributing
products under this evaluation.
CREEK'Technical Services,LLC'is not owned,boerated,or controlled by%any.'company manufacturing or'distributing.products.under
this,evaluatioh.
Zachary R. Priest, P.E.does.n6t,have nor will acquire, a financial interest in any company manufacturing or disthbutitig products
under-this evaluation.
Zachary-R.Priest,P.E.does not have,nor will'acquire,a financial interest in:any"other-entity involved in the approval process of the
product'
END of REPORT
TBP16001.4 FLI8.855-R4 Pagel.1 of II
This-evaluation report is provided,for State of Floridan product approval.under Rule 61'Q29--3. Thee manUfactur#r shall notify CREEK
Technical Servi,ces,'LL duration I Q,qf any product changes or quality assurance changes the dura.. n for whichthis report is"valid:
This evaluation report does not exoress nor imply warranty,.arra: y,.installation, recommended use, or other product attributes,that are,not
s I p.ecifically addressed herein.