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HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Page 1 o1'2
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MIS mom Login i.Vier c+.QK7atwx5 M<I ToKI<'S tit?7.?rr!?arga Stats s Facts Flfitcalims :.W"Staff i. AUS Sett pw .. unk9 i. ta31'o
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Product Approval
IIACi;:Ft,F.M1r t7a;r
•'.L'w"trui"i"!:>Application mall
FL 3 F118355-R4
Application Type Revision
Code Version 2017 mInc. j
Application Status Appivved
Comments
Archived
County,
Product manufacturer TAMKO Building Produc ,
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)6z4-1.644 Ext 2305
kerrl ederiAtamko.com
Authorl7ed Signature Kent Eden
kerd aden4ptamlko.com
technical Representative Kerri Eden
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 1-305
kern eden0tamko.com
Quality Assurance Representative
Addi mss/phone/Email
Category ttooring
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Archlbect or a Licensed
Florida Professional Engineer
Evaluation Report•Hardcopy Received
Florida Engineer or Architect Name who develol ed 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 Sowden
Validation checklist- Hardcopy Received
Certificate of Independence FLIBA _�.. ;Q ..f.Ltr•.15CG1 4. {}( �Q�E<+a1_ 6?3:' Itinntes flnrl gqt
Referenced Standard and Year(of Standard) Ralndard X2Ar
ASTM D 3161 2016
ASTM 0 3462 2010
ASTMD 0'71 SO 2011
TAS 100 1995
Equivalence of Product Standards
Certified By Approved Tasting Lab
Frio rt4.Equi,.t JqrW _r,,r Pic-ni ; t
Sections rrcrnr the Code
http:,/www.floridabuilding.org/pripr,_app_dtl.as 1?l)araln=wGEVXQr-.rtDquvosrllazGXQ... 1.312018
Florida Building Code Onfine t'age.2 of 2
Product Approval Method Method 1 Option D
Date Submitted 09/25/2017
Date Validated 09/27/2017
Date Pending FBC Approval 10/00/2017
Date Approved 1211-1/2017
summa) of Products
FL it Model,Number or NameDescription
10355.i '` I,Elite Glas•Seal, ASTM D 3452 asphalt shingles and hip and ridge shingles
�dG�ge, erttage Premium,
Her o Ynodgate, Heritage
Vintage,Hip and Ridge5hm,and
Vintage Hip and Ridge gle;
Linville of Use Installation Instructions
Approved for use in iVIfZ:YesI t.419.;5.5.5-$A...II Igaa.PQ_#.n 9.1. _I t Y�tL.RWPr:.5118)giWl
Approved fnr use outside HVHZ:Yes i Lna1.A f.
Impact Resistant:N/A Verified Fay: Zachary R. Priest PE-74021
Design pressure:N/A 1 Created by Indt5pendent Third Party:Yes
Other:See evaluation report for limits of used i Evaluation Reports
fI163-55..Rill,A.E T6PtrU41<�. R17_FkSEY�t.Ret�ii
;I,+llgltef_finbl.pdi
Created by Independent Third Party:Yes
n:,rs_ vst
nt:Sink d fbrnil�s an J+4nsf•empfgrer.4SScY1l;ktl.•n).i.:M..w.J.tILRSt�S.E71�....h11iALY31]2t4�:1tiY:'F�LLa.YS'LYila.�T4Li:DCM -/�P.UP.S1..kL'S:Q7L
Under Fkvt0a tar:anwl aetistswt ate rpt.:reoir4s.it do r.t w t i otr a-fr al ad*lV9•sM49!n n revx+ntn v,s putiv...e:ads reQ,-5K don•r,:e-d
Ntw:rt�kd tv eva tnrtty.lrttr:ad,tlA �t Ole ot((te br ."ia c,by hd.tlbtXva/Ae1f (r vt4irWYe attY(I,rt'l�CfM.PYtase f,al:Ki Q50.4rr7:ifnY.: .STV 3uaintl0
Se ct",s•w.<zzs(i),:rk t.0.smis tet;,Nhshic oticber 1,20 z,ti enters Ei::tnsad rntk Oks.Mer 495,F S.nwet farms:r t}x nepor"ont xi 7i an emwl add ns if
encs,Nxm•:net IN emaaa powblei may N�Aod for official ca+lnun:abcn*101 tlst bronstt.t4owevtr emat uttdrtasts a7 oWt rloyd.If yew W not wish tP
at+LPiT a 0e.—t a•.41rt•ri,F'M31 ptVihi!•OW ntrarlfntnt w1 a i Mnae atYSess*11.11 un is inw4 ave IA s,to ttr PUNK.To demnw.rl It YOU art a F:Mm4 umkl
tide-here_
Pmdttrt:Approval Ac0tptst
Z1E
C or-tiit Card
sari:'
http://www.tloridabuildiiig.t)rgipr/pr_app_dtl.aspI'partun=w(.'Yr—,V QwtDquNrf)sriIatG7 Q... 1/3/2018
Certificate of Authorization No.29824
CREEK17520 Edinburgh Dr
Tampa,FL 33647
TECHNICAL SERVICES. L.LC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,6r"EDITION(2017)
Manufacturer: TAMKO BUILDING PRO UCTS Issued September 25, 2017
220 West 4t"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 I�
Code Sections: 1504.1.1, 1507.2.5, 1507.f2.7.1. 1523.6.5.1
Properties: Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES
En't Lort No. Standard Year
PRI Construction Materials Technologies(TST'5878) TAP-043.02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IAP-051-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) iAP-054-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) P-1 14-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) 'IAP-117-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) 11AP-130-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) SAP-131-02-01 TAS 100 1995
PRI Construction Materials'Technologies(TST5878) IAP..165-02-01 TAS 100 1995
PRI Construction Materials Technologies(TS 15878) 1 AP-280.02-01 TAS'100 1995
PRI Construction Materials Technologies(TST5878) IAP-303-02.01 TAS'100 1995
PRI Construction Materials Technologies(TST5878) TIAP-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 ASTM D 6381 2008(2013)81
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(TST9628) 06NK28006 ASTM D 6381 2008(2013)e1
UL 2390
ASTM D 7158 2011
UL.LLC(TST9628) C 6NK03898 ASTM D 3161 2016
ASPM D 3462 2010A
UL LLC(TST9628) 8CA59132 ASTM D 3161 2016
UL LLC(TST9628) 9NK07896 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) IDCA50498 ASTM D 3462 2010A
UL LLC(TST9628) '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 LLC(TST9628) 786110543 ASTM D 6381 2008(2013)eI
UL LLC(TST9628) 787043752 ASTM D 3161 2016
UL LLC(TST9628) o787148748 ASTM D 7158 2011
ASTM D 3161 2016
ASTM D 3462 2010A
CREEK Technical Services LLC(ANE11669) BP15001.3 Calculations 2017
TBP15001.4 L18355-R4 Page 1 of 11
This evaluation report is provided for Stale of Florida produo 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 PRODUCT S
Asphalt Shingles
TrCHNICAL SERVIICCS, LLC
PRODUCT DESCRIPTION
Elite Glass-Seale 12-114" x 36". ASTM D 161. Class F and ASTM D 7158, Class H self-sealing. 3-tab
(Frederick,Joplin& asphalt shingle with fiber.31ass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules comply ng with ASTM D 3462.
Glass-Seal '12-1/4" x 36". ASTM D 1161, 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
Glass-Seal 12-1/4" x 36", ASTM D 71158, Class H self-sealing. 3-tab asphalt shingle with fiberglass
(Joplin) mat coated on both sidds 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 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas,Fre ck, reinforced laminated architectural asphalt shingle surfaced with mineral granules
apl+r�Iipsburg& complying with ASTM D 462.
Tuscaloosa)
HeritageCR)Premium 13-1/4" x 39-318", ASTFA 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(R)Premium 12 x 36', ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage®Vintage®R 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
HeritageOWoodgate 13-1/4" x 39-318", ASTM D 3161, Class F and AS1M D 7158, Class H fiberglass
(Dallas&Frederick) reinforced. laminated architectural asphalt shingle Surfaced with mineral granules
complying with ASTM D 462.
HeritageCRr Woodgate 12" x 36-3/8 ASTM D 3161, Class F fiberglass reinforced, laminated architectural
(Frederick) asphalt shingle surfaced ith mineral granules complying with ASTM D 3462. Shingles
shall be used in the non-iHVHZ only.
Hip and Ridge Shingles 12-1/4' x 12'. ASrM DI 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 gi nules complying with ASTM D 3462
TBP15001.4 F[18355-R4 Page 2 of 11
This evaluation report is provided for State of Florida product I approval under Rule 61620-3 The manufacturer shall notify CREEK
Technical Services. LLG of any product changes or quality aAsurance 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.
C R E K TAMKO BUILDING PRODUCTS
Asphalt Shingles
TEC=HNICAL SERVICE!►.LLC
INSTALLATION
Elite Glass-Seal® Basic Wind Speed(V„it): Max. 194 mph
(Frederick, Joplin& Basic Wind Speed(V■so: Max. 150 mph
Tuscaloosa) Deck(HVHZ): In accordance with FBG requirements;
& Solidly sheathed min. 19/32 in. plywood or wood plank for
Glass-Seal new construction; Min. 15/32 In. plywood existing
(Frederick.Joplin(Non- construction
HVHZ)&Tuscaloosa) 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-'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 5-118-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.
ILS
r'
./
Nalling, aQ-I/Q TT�}r
I __ �. .. V
Arlt _... ......__....... ..... .... _................ __............_..........: . -
L _._...._._._
Daft Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Patte n(Non-HVHZ only)
ILS
Nail -✓�� _r.' _..>t.. - , � �
Area .....
..._.._...._....
5-1 f8"
Butt Edge
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern
TBP15001.4 FI-118355-134 Page 3 of 11
This evaluation report is provided for State of Florida ptoducl approval under RUIP.81G20-3. 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, nstallation, recommended use,or other product allributes that are not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
CREEKAsphalt shingles
TFC;t-INICAL SERVICa-s.LLC
Heritage(g) Basic Wind Speed(V„n): Max 194 mph
(Dallas, Frederick, Joplin, Basic Wind Speed(V„d) 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
HeritageO Woodgate new construction, Min. 7116 in. OSB existing construction
(Dallas& Frederick) Underlayrnent: 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)i Installed with 5-518 in exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either'A Nail
Pattern"or`6 Nail Pattern'detailed below.
FASTENERS NAIL ZON E
COMMON
— BOND
EXPOSURE 5-5/8"
n
12-1/2"—+— 1 2-3�&- - 12-112' 1 n
Figure 3. Heritage@, Heritage®Pr©rnium, and Heritagera)Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
FASTENERS -- NAIL ZONE
COMMON
BOND
�-1 EXPOSURE 5-5/8"
1 �r-112"'f' 7-112"-►� i 3J8'!- -;-1!1"i�-7-1/2"*1
Figure 4. Heritageb&Heritage®Premiurn
6 Nal Pattern
TBP15001.4 FL18355-R4 Page 4 of 11
This evaluation report is provided for Stale of Florida product approval under Rule 6IG20-3. 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.
TAIVIKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TF.cHNICAt. SERVICES.LLC
I NAIL ZONEt
ASTENEA COMMON BOND
T-
RE 5 5181,
+
Figure 5. Heritage@ Woodgate
6 Nail Pattern
Common Fond
FAST E NERS
............ --------- ---
1 �
30-
Figure 6. HeritageOD, Heritag Premium, & Heritage®Woodgate
Alternato 6 Nail Pattern
PAINT
LINE
7-7/8" ----------------------------- a-NAIL ZONE
6-1/8" --,EDGE OF
COMMON
BOND
EXPOSURE
5-W&I
ACCEPTABLE
-'FASTE114ER LOCATION
DON OT FASTEN
ALONG EDGE OF
COMMON BOND
PREFE RED
FASTE R
LOC
ATI N
i
Figure 7. Heritage®(Tuscaloosa)
Expanded Nail Zone
I
Nail patterns from Figures 3, 4, and 6 may, be placed in the nail zone as described above
TBP15001.4 - FL 18355-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.
CREEKI-[ C" TAMKO BUILDING PRODUCTS
� G,, Asphalt Shingles
TECHNIC11t SERVICES. LLC
Heritage®Premium Basic Wind Speed(VtAj): Max. 194 mph
(Frederick) Basic Wind Speed(VOs,): Max. 1511 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-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.
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 2.1:12. .
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'A Nail
Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONE!
FASTENER COMMON BOND
5E 5"
1"--+� f 11"—►}s-�- 12" --t►�--11 — �-1
Figure 8. Heritage®Premium(Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERS COMMON BOND
T 4t
EXPSURE5"
Figure 9. Heritag @ Premium(Frederick)
6 Neil Pattern
"rBP15oo1.4 FL 1 8355-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.LL.0 of any product changes or quality as urance 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
V K Asphalt Shingles
TECHNICAL_SERVICE-1;, LLC
Heritage®Woodgate Basic Wind Speed(V,pr): Max 194 mph
(Frederick) Basic Wind Speed(Vosd): 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 Neil
Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONE/
FASTENERS COMMONBOND
T
EXPOSURE 5"
.-a•�s--y 2-3/S'i
Figure 10. Heritag6@ Woodgate(Frederick)
4 Nail Pattern (non-HVHZ only)
II
NAIL ZONE(
FASTENEIRSCOMMON BOND
nEVOSSUR
E 5"
I�
9-1/1"-0i 3+-9-3/f3"tM}f�3.4 9-112"-.111
++ Figure 11. Heritag ®,Woodgate(Frederick)
6 Nall Pattern
TBP15001 A FL'j 8355-134 Page 7 of 11
This evaluation report is provided for State of Florida product 4pproval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assrance changes throughout the duration for which this report Is valid.
This evaluation report does not express nor Imply warranty, in§tallation, recommended use,or other product attributes that are not
specifically addressed herein.
CC
R p G+j,I1� TAMKO BUILDING PRODUCTS
E E Asphalt Shingles
TEcHNICAt_SERVICES,LL.0
Heritage®Vintage® Basic Wind Speed(Vali): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vow): 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.
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.
nor
With
b. Faftend `� Idolil
17.1/3"
S"
E,1{csute
Figure 12. eritage®Vintage®
5 Nail Patter (non-HVHZ only)
I
U LJ— L
I
t_.
6. FaiaenCe / lid
n-trr
s
+
—,_+�—��rr--•.{.._..._.__._—+i f+._.`_.__.y�.,.aur---+i
Figure 13. eritage®Vintage*
6 Nail Pattern
TBP15001.4 FL 18355-R4 Page 8 of 11
This evaluation report Is provided for State of Florida product hpproval under Ride 61G20-3 The manufacturer shall notify CREEK
Technical Services.LLC of any product changes or quality as urance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,It stallstion. recommended use, or other product attributes that are not
specifically addressed herein.
9 �'"► L" TAMKO BUILDING PRODUCTS
V LL��,, Asphalt Shingles
TECHNICAL SERVICES, t_t..0
Hip&Ridge Basic Wind Speed(Vut): Max. 194 mph
(Frederick&Joplin) Basic Wind Speed(V, 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. 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.
Underlayment: In accordance with FBC requirements.
Min. slope 2:12 and in accordance with FBC requirements.
Installation: Installed with 5-1/8 inch exposure in accordance with the
FBC and manufacturer's published installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing Wind
Start- �5-1/8" exposure
nere
' 'I Start
Figure here 5-1/8"exposure
„ lit
y Fastener terser
J Figure 2 ,� Figure 3
IN'
Figure 14. Hip & R dge(Frederick&Joplin)
TBP15001.4 FLI18355-R4 Page 9 of 11
This evaluation report is provided for State of Florida product ipptoval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services.LLC of any product changes or quality as4urance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, ir stallation.recommended use,or other product attributes that are not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
iCREEK Asphalt ShinglesI
TECHNICAL SERVICES, LL.f_:
Vintage@ Hip&Ridge Basic Wind Speed(Vol): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vaod): Max. 150 mph
Deck(I-IVI-IZ): 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-+IVHZ): 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 manufacturer's published installation instructions. The
direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing wind
i
tart 5" exposure
nirp—
l
Start
Figure 1 There 5" exposure
1n its
Fastener ��~' Fastener
�'�-5-112„
Figure 2 1/411 Figure 3
Figure 15. Vintage®i Hip&Ridge(Phillipsburg)
TBP 15001.4 FIL 18355 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 nor imply warranty, i siallation. recommended use.or other product attributes that are not
specifically addressed herein.
CREEK TAMKO BUILDING PRODUC rs
Asphalt Shingles
TECHNICAL SERVICES, L.t_C
LIMITATIONS
1) Fire Classification is not within the scope of Ills evaluation.
2) The roof deck and the roof deck attachment hall be designed by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements.
3) The mean roof height shall be restricted to a maximum 33 ft in the ll
4) Classification to ASTM D 7158 applies to exp sure 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 ea a 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 manL factured 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,6s'Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
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201 7.09.2 S
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` No 74021 11 :31 :41'• -
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''. STATE OF
���`• ;c� QP.•'�2�' Zachary R. Priest, P.E.
••....• Florida Registration No. 74021
s,�N p,Ill ' ?�`�� Organization No. ANE11669
it
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LL.0 does not have, nor will it acquire,a financial interest in any company manufacturing of distributing
products under this evaluation.
CREEK Technical Services.LLC is riot owned,operated,or ontrolled 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 fine nciai interest In any other entity involved in the approval process of the
product.
EN OF REPORT
TBP15001.4 L18355-R4 Page 11 of 11
This evaluation report is provided for State of Florida product approval under Rule 6IG20-3. 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, recommended use,or other product attributes that are riot
specifically addressed herein.