HomeMy WebLinkAboutProduct Approval (2) Florida.Building Cade Onfine Page 1 of 2
`
OPY
N a
M1835S-R4
----�-5 .,... tIVEDhrodm I Appio5 2018ixys�".�3',1d.11•Y a4Pyli nty, PermittingFL1B35S-R4
Appiitat7on Type Revision
Gods Version 2017
Application Status Appmved
Comments
Archived
Product Manufacturer TAMKO Building Products;Inc.
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)62.46644 Ext 2305
kerri-ed en Ota mko.com
Authorized Signature Kern Eden
kern,,adenQtanrko.com
Technical Representative Kern Eden
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kern edenODtamko,com
Quality Assurance Representative
Address/Phone/E mall
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation rbeport from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Names 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
Referenced Standard and Year(of Standard) Standard 'rear
ASTM D 3161 2016
ASTM 0 3462 2010
ASTMD 0 7156 2011
TAS 100 1995
Equivalence of Product Standards
Certified By Approved Testing Lab
rLA,43 s R4.fgui, i 4.letker
Sections from the Code
http:,:>`w-ww.floridtibuilding.org,lpr,,pr,._app-dtl.aspx'?pai-atn--WGL V'XQ—vNI(Dquvosrl iazGXQ... 113/2018
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 f8C Approval 10108/2017
Date Approved 12/12/2017
SummarV of Products
FL it Model,Number or Mame Description
..__....._.. .__.. _ _�._._.. _.......
19355.1 - i,Elite Glass-seal, ASTM D 3462 asphalt shingles and hip and ridge shingles
eritage, entage Premium,
Her a Yoodgate, Heritage
Vintage,Hip and Ridge,and
Vintage Hip and Ridge Shingles
Limits of Use Installation Instructiorti
Approved for use in itVHZ:Yes t'b.A.i? R�.,11..T PIS�ti °;3IZFBC Euaf R s h1i]St�t
Approved for use outside HVHZ:Yes t} Ism if
Impact Resistant:N/A Verified Sy: Zachary R.Priest PE-74021
Design Pressure:N/A Created by Independent Third Party:Yes
Other:See evaluation report for units of use. Evaluation Reports
F1103", R4 A.E..TCp1.5-00.1,4 2017.FjI.4. ,t,. i R:e olf
n,hingl ,fanai.pt�f
(Created by independent'rhird Party:Yes
.,s.+ 1�':s: '..c.�a- rrJut�.Rset9 i;4iLtit�ays�..,1�., r5-. •�r�'>,;
t7•tc'axgtr.qtr Fkrn is is.an 1>llnr.;«nHy`%1•:!. .+Y.�>I �;;.'.�i�.:,,a'.Ia..a. �!..,s..tii£af�t, £'[!13:1, YL[:5 `K 't?4S.@4Y.:a.SrI:C�S4CR :CiS:fEdt�7..;iiAx.4'A�G!::3
iJntrlr FI:W'l tap,email addnesS—am}'yii'13;::reoU a3 lr rail* ri x want yt Y fnai ad'fr Ke.`hl?dyed in raw ce 134 pL'yir,-rCCUrdS t iara do oat seed
e fistro mAlt t?tlk8 errty Inatrasf cr+}lct,a t nfKoe by M%wk ar by tra Ua ex tC�t 1f V,c..rsre atrr} t w..Picric CfWt 850 4tl7.539 "i"vwant to
t;;ec&rr*wti;alt;(l}6trndr.#en x,,n+fe>•lit 0cf0 ar #tcensfi_s Jsen4ed Wilor Oopt.r*sr.f, ,must proviet vie r ecpffbnent vorh sn emaii addniss if
ihvy i4rtone.'be*molts p'ovtuad mAy be iAed furofilctai casurtta'li:asxrV*Ith tllC ecerisee.Hvh war email ad rj*s"0-jbW seoxd.If y„u*Ju n8t Wish w
wcWr a pC a2etat e3 kis p to a pvanlnYe flu f er%tment wi h e r Mrwi ydlNts�wh d'evm5 be made aveiiatvp f�rhe ut�ilt ro dtk n! ;f y,:k am a kens”wider
haotxr 455,F.fr.;ple4W CYrfi`We.
Pmdtx.t Approval areepka:
t rr lilt Card
safe
http,:I/www.floridabuilding.org,jpri'pr.,,app dtLa-pxaraiii
K
Certificate of Authorization No. 29824
17520 Edinburgh Or
Tampa,FL 33647
TECHNICAL. SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,6T"EDITtoN(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, 1507.2.7.1, 1523.6.5.1
Properties: Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES
ka!Ay Report_No. Standard Year
PRI Construction Materials Technologies(TST5878) TAP-043.02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-051-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-054-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-114-02.01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-117-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-130.02-01 TRS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAR-165-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-303-02.01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-314-02-01 Rev 2 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-315-02-01 AST M D 6381 2008(2013)e1
PRI Construction Materials Technologies(TST5878) TAP-317.02-01 TAS 100 1995
UL LLC(TST9628) 02NK9507 ASTM D 3161 2016
UL LLC(TST9628) 04NK24366 ASTM D 3462 2010A
UL LLC(TS19628) 06NK28006 ASTM D 6381 2008(2013)el
UL 2390
ASTM D 7158 2011
UL.LLC(TST9628) 06NK03898 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 08CA59132 ASTM D 3161 2016
UL LLC(TST9628) 09NK07896 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC("TST9628) IOCA50498 ASTM D 3462 2010A
UL LLC(TST9628) I OCA64882 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 I-LG(TST9628) 4786110543 ASTM D 6381 2008(2013)e1
UL LLC(TST9628) 4767043752 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
TBP15001A fL18355-134 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.
�m���w p�o�T
�~*N������U�r `""~" �
�~�0-�m�~m�~0n� Asphalt Shingles
I TF-C*w/CaL 5ERV/c�s. LLC
PROou�TK]�mom|pn�m
__ _
E|MmGlmsm-SeaK0 12-1/4^ x36`. ASTM D81S1. Class Fand ASTM O7158^ Class Haeff-meo|ing. 3-tab
(Frwdwd*4,Joplin& asphalt shingle with fiberglass mat coated nnboth sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D3482.
G|mms'8eml 12'1N^ x36^. ASTM D3161. Class and ASTM D 7158. C|meo Hme|f-mea8ng. 3-tab
(FmmdeMoh* asphalt shingle with fiberglass mat coated on both sides with asphalt and surfacedwith
Tuscaloosa) ceramic granules complying with ASTM D8402
G|ueo-Smm| 12'1M^x06^. ASTM D7158. Class Hyo|f-m*a||ng. 3-tmbasphalt shingle with fiberglass
(Joplin) mat coated on both sides with asphalt and wvdaoad with ceramic granules complying
with ASTM D3462. Shingles shall be used in the n -HVHZ only.
13'1/4~ x 39-30^. ASTM D 3181, Class F and ASTM D 7158, C|oau H OUm,g|moo
reinforced, laminated amhi0odum| asphalt shingle surfaced with mineral granules
uIllipsiburg complying with ASTM O3462
Heritage*Premium 13-1w^ x 39-30^. ASTM D 3151, C|ooa F and ASTM D 7158, Class H fibengiowo
(Dallas,Frederick, reinforced, laminated amhihax*wns| asphalt shingle surfaced with mineral granules
Phillipsburg& complying with ASTM D3402
Tuscaloosa)
Heritwge(f'.0Pemium 12^ x3G^. ASTM D 3101, Class F and ASTM D 7158, C|eoa H fihe/g|aoo reinforced,
(Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D3462
Hehbnge@V(ntmg" 17'1/2^x40''. ASTM D3101. Class Fand ASTM D7158. Class Mfiberglass reinforced,
(Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM 0]462
Herita13'1w^ x 39-3/8', ASTM D 3101. c|aam F and ASTM D 7158. C|moa H fiberglass(Dallas~&Frederick) einhumaU. laminated architectural asphalt oNnO|e surfaced with mineral granules
complying with ASTM D3462.
HwdboQe@VVnoWgwte 12^ x 36'3/8^. ASTM D 3181, C|ono F fiberglass ei^hmnmd. laminated erchWaduns|
(Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D3402 Shingle*
shall b*used inthe nnn'MVMZonly.
Hip and Ridge Shingles 12'1/4^ x 12'. ASTM D 3161, Class F fiberglass neinhonced, hip and ridge asphalt
(Frederick&Joplin) shingle surfaced with mineral granules complying with ASTM D3462.
Vin,aQe0Hip and Ridge 12" x 12^, ASTM D 3161. Class fiberglass reinforced, hip and ridge asphalt shingle
(Phillipsburg) surfaced with mineral granules complying with ASTM D3462
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
A
TECHNICAL GLRVIC:ES, LLC
INSTALLATION
Elite Glass-Seam Basic Wind Speed(Vujt): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed(Veld): Max. 150 mph
Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 19132 in. plywood or wood plank for
Glass-Seal new construction; Min. 15132 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. 7116 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 5-118 inch exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-1/8-inch exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAILS
Nailing.
r 6- 18"
Area
I Y5'-118"
Butt Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern(Non-HVHZ only)
MAILS
Nailin C' _..,r.............._......1 �._..... _.. -6.7/8"
9
Arena
5-118"
x
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 610.20-3. The manufacturer shall notify CREEK
Technical Services.l.LC 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, recornmended use.or other product attributes that are not
specifically addressed herein.
CREEK TAMKO BUILDING PRODUCTS
Asphaft shingles
TFCHNICAt_SERVICES,LLC
Heritage@ Basic Wind Speed(Vu„): Max. 194 mph
(Dallas, Frederick,Joplin, Basic Wind Speed(Vsd): 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.
Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 15/32 in. plywood or wood plank for
Heritage®Woodgate new construction, Min. 7116 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'A Nail
Pattern"or"13 Nail Pattern"detailed below.
FASTENERS NAIL ZONE
COMMON
BOND
n
FEXPOSURE 6-5/8"
1" �•�F--
12-1/211—�► — 12-3/8" --+-- 12-112"--� �-1 n
Figure 3. Heritage®, HeritageO Premium, and Heritage(&Woodgate(Dallas)
4 Nail Pattern (non-HVHZ only)
FASTENERS NAIL ZONE
COMMON
BOND
6'1 EXPOSURE 5-5/8"
7_V8`+--47-1 ra"-. -�-1�a ( -1„
Figure 4. HeritageO& 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.
CREEK
TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
NAIL ZONE/
gf: ASTIENERS COMMON BOND
6.118"
Fpt)su,
RE 5 518"
1" �7.112=r1�-7-112'41 #-x-3/8�►�i17-1/2�I�rh7-112�i� �M—`1
Figure 6. Heritage®Woodgate
6 Nail Pattern
�Ifi1"�.-... ...... 12.1!?"_.,._......,..W+i
i
r
r
® Cornmon Bond
FASTENERS _ ..... _.._..._
17
s
{
1 39-318
Figure 6. Heritage@, Heritage®Premium,& HeritageO Woodgate
Alternate 6 Nail Pattern
PAINT
LINE.
............... ----- ------- NAIL ZONE
_EDGE OF
COMMON
BOND
EXPOSURE
6-618"
ACCEPTABLE
--- .,-FASTENER LOCATION
OFASTEN
ALONG
COMMON BOND
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
TBP15001.4 FL18355-R4 Page 5 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services.LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation,recommended use,or other product attributes that are not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
TECHNICAL SrRvicEs. LLC
Heritage®Premium Basic Wind Speed(V,,,,): Max. 194 mph
(Frederick) Basic Wind Speed(VAsn): 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
equirements;Solidly sheathed min. 15132 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
EOSURE 5°
Figure 8. Heritage@ Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL_ZONE/
FASTENERS COMMON BOND
EEXPOSURE 5"
1"� �9'h-'Tt-'.-'fr 9°---►�-3° 9th" Ia-1��
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.LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty. installation,recommended use.or other product attributes that are not
specifically addressed herein.
CREEK TAMKO BUILDING PRODUCTS
Asphalt shingles
TECHNICAL.SSE fRVI V,',,e>, LL-C.:
Heritage@ Woodgate Basic Wind Speed(VA,): Max 194 mph
(Frederick) Basic Wind Speed(V�w): Max. 150 mph
Deck(Nan-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 BONN
T
dl
EXPOSURE V'
1! 11" 12-318" 11"
Figure 10. Heritage®Woodgate(Frederick)
4 Nail Pattern(non-HVHZ only)
NAIL ZON P
FASTENERS f COMMON BOND
f !T`
5-it2" EXPOSURE 5`
1"--� �+1- 9-y12"-�1�-3'ii�h-9-3lti"'--M�i3`1►�+Ih 9-1f2°� �1"
Figure 11. Heritage@ Woodgate(Frederick)
6 Nail Pattern
TBP15001.4 rl..18355-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 PROWCTS
CREEKATECHNICAL
Asphalt shingles
SERVICES,LLC
HeritageCR)Vintage@) Basic Wind Speed(Vuj): Max. 194 mph
(Phillipsburg) 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. 15132 in. plywood existing
construction.
Deck(Non-HVHr) In accordance with FBC requirements;
Solidly sheathed min. 15132 in, plywood or wood plank for
new construction; Min.7116 in.OSB existing construction.
Underlayment. In accordance with FBC requirements.
Min slope 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ) Installed with 5 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using °6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"5 Nail
Pattern"or"6 Nail Pattern"detailed below.
Y ),�r.,ye� r�rXAilae
� rasleners _� �u
6 _-"'..'..J" `'"'�^...-�._ '✓',.� one
»an•,
S
rx�u>e
1-
Figure 12. Heritaget Vintage@
5 Nail Pattern (non-HVHZ only)
I( —
s• ler.s+ns w.tt
1�-ur
i
Figure 13. HeritageO Vintage
6 Nail Pattern
TBP15001 A FL.18355-R4 Page 8 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.
CREEK 17--311111111 TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL.Sr.-RVICES,LL.+C:
Hip&Ridge Basic Wind Speed(V,4,) Max. 194 mph
(Frederick&Joplin) Basic Wind Speed(VA,d): Max. 150 mph
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. 15132 in. plywood or wood plank for
new construction; Min. 7116 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
FBG and manufacturer's published installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing wind
here- 5-1J8" exposure
0
Start
here 5-118"
Figure 1 exposure
.y�� -• aStaniar
Fastener
Figure 2 .1 J�lr Figure 3
Figure 14. Hip& Ridge(Frederick&Joplin)
TBP15001.4 FL18355-R4 Page 9 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services.LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation.recommended use.or other product attributes that are not
specifically addressed herein.
A ���������� Tmwm���mmopnooucT
n��0�.������ Asphalt Shingles
TECHNICAL SERV/CES, LLr,
Vintagw0Hip&Ridge Basic Wind Speed(V"i): Max 194 mph
(Phillipsburg) Basic Wind Speed(Vo,d): Mex. 150mph
Deck(t |naccordance with F8Crequirements,
Solidly sheathed min. 19/32 in1dywnod or wood plank for
new construction, Min. 15/32 in plywood existing
construction.
Deck(NnnMVHZ): maccordance with FBC requirements:
Solidly sheathed min. 1582 in. plywood o,wood plank for
new conokuuVon� Min. 7/10in. OSB existing construction.
Under|aymeni |naccordance with FBC requirements.
Min. slope: 2:12and inaccordance with FBG requirements.
Installation: Installed with 5inch exposure in accordance with the FBC
and manufacturer's published installation instructions. The
direction of the exposed end eho|| be away from the
prevailing wind.
Direction of prevailing wind
13tart 5" exposure
Start
Figure I --- 5'' exposure
�
Fastener
astener
Figure 2 1/49# Figure
Figure 15. Vintege@Hip&Ridge(Phillipsburg)
TBP 15001.4 FI-18355 R4 Page 10*x1/
CREEK
IAMKO 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 It 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 61G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code,6`"Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
tttlt u 1 11111
p,t o*,
EIV�
2017.09.25
`.�Q.•,.ti�Gfi.F�, ��
No 74021 11 :31 :41
- -04'00'
: 3:• STATE OF :•4U�
-�'t`�•;�t G R t P•'�ZS: Zachary R. Priest, P.E
Florida Registration
1
SS'ON AL�'���,, Organization No.
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 riot owned,operated,or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have. nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R.Priest.P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
TBP15001.4 FL18355-R4 Page 11 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 riot express nor imply warranty, installation, recornmended use.or other product attributes that are not
specifically addressed herein.