HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Page l of 2
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Product Approval
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C[c9cGr v.:A.`llrgi> to t.lE�ttttrelr.::y >aW=-A"LLI:>A plwationuetan
gram PL f F1.16355-R4FREC7EIVEApplication Type Revision
Code Version 2017 Application Status Approved
Comment FILE
Archived
Product Manufacturer TAMKO$UCPQ,PY
Address/Phone/Email ►O Box 1404
Joplin,MO 64800.
(417)624.6644 Ext 2305
kerrl_eden Geta m ko.co m
Authorized Signature Kern Eden
kern edenOtymko.com
Technical Repromentntive Kerri Eden
Address/Phone/Email PO Bux 1404
Joplin.110 64802
(417)624-6644 Ext 2305
kern edenOtamko,corn
Quality Assurance Representative
Address/Phoma/E mall
Category Roofing
Subcategory Asphalt shingles
Compliance Method Evaluation Report from a Florida Registered Arch lbect or a Licensed
Florida Professional Engineer
Evaluation Report•Hardcopy Receives!
Florida Engineer or Architect Name who developed 2achaty R, Pt lest
the Evaluation Report
Florida Ucense PF•74021
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 01/07/2019
Valldated By Locke Bowden
Validation Checklist Hardcopy Received
Certificate of Independence fJ,jytL�1•. ;¢)_ risor,l.q.�;lZ Ffif-_Eyal Rinrj_pQj
Referenced Standard and Yaar(or Standard) SXiQflBrd [
ASTM D 3161 2016
ASTM D 3462 2010
ASTMD D'71SO 2011
TA$100 1"s
Equivalence of Product Standards
Certified By Approved Testing Lab
FL103 s P4 jgqq!v Uk Igtter dr
Sectluns frum the Code
http://www.floridabuilding.orgipripi__:app_dtl.as x?l)aram-wGEVXQw(DquvosrllazGXQ... 113/201$
Florida Building Code.(biline page 2 of 2
Product Approval rlethod Method 1 Option D
Date Submitted 09125/2017
Date Validated 09/27/2017
Date Pending FOC,Approval 10/08/2017
Date Approved 12/12/Z017
Surnmary of products
FL W Madel,Number or ams I OsscripNon
__....._.__.. _...... ........-- - -- ----.._
10355.1 '` I,Elite Glass•Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles
ctitege, ieritage Premium,
Her it Voodgate, Heritage
Vintage,Hip and Ridge,and
Vintage Hip and Rid q Shingles
Limits of Use Installation Instructions
Approved for use in IIVHZ:Yes tf 1gik.5__Ra..1..1 TR .S.�1Q1:4.,Z4.1�_C.�.G�� LR:D�'K'•nlroies
Approved for use outside HVHZ:Yes UlaL of
Impact Resistant: N/A Verified By;Zachary R.Priest PE-74021
Design Pressure: NJA Cleated by Independent Third Party:Yeas
Other:Sere evaluation report for limits of usaj Evaluation Reports
fl l.ti_55-R4 AE T6PS5J0 ...4.2017 F FvaL8AWft
5higgle,_tinef.pdi
(-711_ Ea
��Crre-�aated by independent Third Patty:Yes
CG rtAtt IJa: �!i f ri±l!+_�15Q..uTI-t4_.i
The;+Rte 4 Finch rs an;Wtt-(%e;lplv"r.lS4)N!iL�. I.i_,'!!..';1tat9 &�&L rMULy-WtWXry r3CiJli:litOc I44C:GCtIi Ktlsa$t_:'9ti�ir3
lndq Fla!Ja IaF.ho"I WAYSM!are rUhi•:reoXft,P .50 f;t Mwnt;aE t fli,at adrsrete'tlaat►d in rgsb.we4*)a ptiC11C-rC(Ctds IVg.OK do Pot
RIfCOSr M�nrial tV fk!er:ntji.trTlnArl K+PIaCt 4x on C4 by .wits G!M tr4+tlfpsL'mat It YaYlnava sty(it"t X r,please CCOWI aso.4o7.1:+9�-Xr'V'Sudnt to
0".1 4�5.275(1),My Ma.!aWLJ ,y nrfKtire Wcbee L 20 2,11Nnv:is a:,4riwd Jid r Oki"R5,F t,feet f wlc'�Y.1,Vciw"n t MtJI an email adA•tss it
N+cY P wt tie.If*anlatis r vidfd may N'aod Hcr olfldai tamtun:a4rn writ,tt»Kann!,for'^ver croft afdr-sets wli PAAIi'r*Wd,if you,W Ilq!wish to
x4Diy n txrxnnl n•.fMa•»,is il3ta prr,vwk!U»pepMbntltt M d I flna+I bdttles7 MXr!1 tali b►IntF:4 W MI•HXt LO+tr(MMIC.7�`deturm°+»If Yal an a I;-erttee under
;b4pten 4E5.F.{..Ike n,r**ha e
PntdlK.t.Apfwirt,At Accepts:
Z � ■
Ct,-iht Card
safe
http:% w«•w.(luridihuilding.orgipr/pr.app`dtl.asp. `rpardtn=Wc;rVXQwtDquvosrllazGXQ... 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,6'"EDITION(2017)
Manufacturer: TAMKO BUILDING PRO UCTS Issued September 25, 2017
220 West 41"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, 1607-2.5, 1507.2.7.1, 152.3.6.5.1
Properties: Physical properties.Wind Resistance,Wind Driven Rain
REFERENCES
Entityort�1 p- Standard Year
PRI Construction Materials Technologies(TST5878) IAP-043.02-01 TAS 100 1996
PRI Construction Materials Technologies(-TST5878) 71AP-051-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) fAP-054-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) AP-114-02-01TAS 100 1995
PRI Construction Materials Technologies(TST5878) 7AP-117-02.01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) 1`AP-130-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) 1`AP-131-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) AP-165-02.01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) AP-280-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) AP-303-02.01 TAS'100 1995
PRI Construction Materials Technologies(TST5878) AP-307-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) AP-314-02.01 Rev 2 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TjAP-315-02-01 ASTM D 6381 2008(2013)ei
PRI Construction Materials Technologies(TST5878) TZAR-317-02-01 TAS 100 1995
UL LLC(TST9628) d2NK9507 ASTM D 3161 2016
UL LLC(TST9628) d4NK24366 ASTM D 3462 2010A
UL LLC(TST9628) d5NK28006 ASTM D 6381 2008(2013)e1
UL 2390
ASTM D 7158 2011
UL LLC(TST9628) 6NK03898 ASTM D 3161 2016
ASTM 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) I A50498 ASTM D 3462 2010A
UL LLC(TST9628) 1OCA64882 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)e1
UL LLC(TST9628) 787043752 ASTM D 3161 2016
UL LLC(TST9628) 1787148748 ASTM D 7158 2011
ASTM D 3161 2016
ASTM D 3462 2010A
CREEK Technical Services LLC(ANE11669) BP15001.3 Calculations 2017
TBP15001.4 PL18355-R4 Page 1 of 11
This evaluation report is provided for Stale of Flonda produc approval under Rule 61620-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality a�surance 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 not
specifically addressed herein,
CREEK
TAMKO BUILDING PRODUCTS
J.;�E K Asphalt Shingles
Tr*C:HNICAL SERVIGL'S,LLC
PRODUCT DESCRIPTION
Elite Glass-Seat( 12-1/4" x 36", ASTM D 161, 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 '12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules comply�ng with ASTM D 3462
1
Glass-Seal 12-1/4"x 36", ASTM D 7j158, 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(R) 13-1/4" x 39-3/8', AST D 3161, Class F and ASTM D 7,158, Class H fiberglass
�\ (Dallas,Fregianck, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
yephn;-Phihipsburg& complying with ASTM D 3462.
Tuscaloosa)
Heritage(OPremium 13-1/4" x 39-3W, ASTY 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 an1d ASM D 7158, Class H fiberglass reinforced,
(Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage(Vintager 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
HeritageO Woodgate 13-1/4" x 39-3/8", RST D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas&Frederick) reinforced. laminated afchitectural asphalt shingle surfaced with mineral granules
complying with ASTM D 462.
Heritage(LY)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- VHZ 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 mit eral granules complying with ASTM D 3462.
Vintager Hip and Ridge 12" x 12". ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
(Phillipsburg) surfaced with mineral granules complying with ASTM D 3462.
TBP150U1.4 F(.18355-R4 Page 2 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
TI_C:HNICAL Sr_Rvtc_[rt ,LLC
INSTALLATION
Elite Glass-Seal® Basic Wind Speed(V,xl): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed(Vg"j: Max. 150 mph
Tuscaloosa) Deck(HVFIZ): In accordance with FBC requirements;
& Solidly sheathed min. 19/32 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 FBG 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 5-118-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.
(BAILS
TO
Nailing , i E-7Ar
Aim _..... ......,...__.._.._...:...__.._..>....._........
....
:: ...,
5-118"
Butt Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Patten(Non-HVHZ only)
ILS
Naillrtg _ . r
u
Ares : 3:_... .... ...:.... ...._.. :.ti ' .- 6-7/81'
5-118..
_............ _�.. ...
Butt Edge
Figure 2. EliteGlass-Seal&Glass-Seal
6 Nall Pattern
TBP15001.4 rL18355-R4 Page 3 of 11
This evaluation report is provided for State of Florida produc4 approval under Rule 61(,20-3. The manufacturer shall notify CREEK
Technical Services,LL.0 of any product changes or quality a surance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, ristallation,recommended use,or other product attributes that are not
specifically addressed herein.
1AMK0 BUILDING PRODUCTS
CREEKAsphalt Shingles
TEC HNICAL SERVIC G'S. LLC
Heritage@ Basic,Wind Speed(Vu): Max. 194 mph
(Dallas, Frederick, Joplin, Basic,Wind Speed(Va 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 FRC requirements,
& Solidly sheathed min 15132 in. plywood or wood plank for
Heritage@ Woodgate new construction,, Min. 7/16 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
15 and manufacturer's published installation instructions,
Shingles shall be attached using "6 Nail Pattern" detailed
elow.
Installation (Non-HVHZ)� Installed with 5-5/8 in exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
FASTENERS
NAIL ZONE
COMMON
�_ _ ---- BOND
r.
I
6-1/8 EXPOSURE 6-6/8"
I
12-112 12-3/8" —►�-- 12-112'
Figure 3. Heritage®, Heritage®Premium, and HeritageV Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
FASTENERS NAIL ZONE
COMMON
BOND
6-1� EXPOSURE 5-5/8"
f 7-1/24j*-7-1/2"-► - i�J8"-►�+t-7-1 r"-►�s-7-ii2"� —1
Figure 4. Heritage0k)& Heritage®Premium
6 Nail Pattern
TBP15001.4 FL.16355-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 reporl does not express nor imply warranty. installation, recommended use,or other product attributes that are not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TF.cl-IINICIAIL SERVICES. LLC
NAIL ZONIEJ
STENE COMMON BOND
T-
ET
RE5
Posu Sign
+
�7.1/2"•4-7.1/1+-," .1/2+7-1/2111►+ �I--1"
Figure 5. Heritage(g)Woodgate
6 Nail Pattern
Common Bond
TENERS
. .......... ........
t
Figure 6. Heritage®,Heritageo Premium, & Heritages®Woodgate
Alternat6 6 Nall Pattern
PAINT
LINE,'-k
7-7/8" --.—------------ ---------------- ...... NAIL ZONE
EDGEOF
CODMON
BO
EXPOSURE
ACCEPTABLE
-'FASTS ER LOCATION
DON T FASTEN
COM
G SD(31E OF
---- ---- C ON BOND
PREFE ED
FASTE R
LOCA$N
Figure 7. Heritage®(Tuscaloosa)
Expanq'ed Nall Zone
Nail patterns from Figures 3, 4, and 6 m-4 be placed in the nail zone as described above
TBP15001.4 F08355-R4 Page 5 of 11
This evaluation report is provided for State or 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_SrRVICES. LI-C
Heritage®Premium Basic Wind Speed(VW,): Max. 194 mph
(Frederick) Basic Wind Speed(Vasa): Max. 1513 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. 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(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/
FASTENERS OMMON BOND
511 " EXPOSURE 5"
12" 11 If
Figure 8. Heritagg®Premium (Frederick)
4 Nail Patter (non-HVHZ only)
NAIL ZONE/
FASTENERS COMMON BOND
5f/3"
I 5"
1 �g1 " 3 9.. 3.. 9t/z" 1*--1If
Figure 9. Heritag @ Premium (Frederick)
6 Nail Pattern
TBP15001.4 FL 8355-R4 Page 6 of 11
This evaluation report is provided for State of Florida productpproval under Rule 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 riot express nor imply warranty. i stallation. recommended use,or other product attributes that are not
specifically addressed herein.
CREEKTAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL.SERVICF� , LLC
Heritage®Woodgate Basic Wind Speed(V,jj): Max 194 mph
(Frederick) Basic Wind Speed(V,sd): 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. 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 (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 BONG!
T
EXPOSURE 5"
11" 12-3/8" --►�+I-- 11" _,�J �,,,1�
Figure 10. Heritag#@ Woodgate(Frederick)
4 Nail Patter, (non-HVHZ only)
NAIL ZONE(
FASTENEiS f COMMON BOND
T
r 112" EXPOSURE 5'.
9-1/2"-43'+_9-3M"+3+9-1/2"
Figure 11. Heritage®Woodgate(Frederick)
6 Nail Pattern
TBP15001.4 F1.18355-114 Page 7 of 11
This evaluation report is provided for State of Florida product 4pproval under Rule 61620-3. l he 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 SERVICES,LL.C:
Heritage®Vintage® Basic Wind Speed(VWt): Max. 194 mph
(Phillipsburg) Basic Wind Speed(V„d): Max. 150 mph
Deck(HVIAZ) 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 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.
4�
EXPO:W.
P�slena
S"
El1rcguia
SIA' a1N' 7-lA,' QIM• T
Figure 12. Heritage@ Vintage@
5 Nail Pattern(non-HVHZ only)
...._....._.. 4W___ t:7y M
g ow
N.y
t�-ur
-,4 7w r
Figure 13. Heritage0t)Vintageo
6 NAil Pattern
TBP15001.4 FL 183515-R4 Page 8 of 11
This evaluation report is provided for State of Florida product pproval 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'stall ation,recommended use, or other product attributes that are not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SCRVicES.t_i.C:
Hip&Ridge Basic Wind Speed(V Ai): Max. 194 mph
(Frederick&Joplin) 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. 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 5-1/8 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 Ind
Start 5-1/i3"exposure
i
in -
Figure 1 ere 5-1/$"exposure
Fastener
"is
.yJ Fastener
J Figure 2 4" Figure 3
Figure 14. Hip&R dge(Frederick&Joplin)
TBP15001.4 FL 8355-R4 Page 9 of 11
This evaluation report is provided for State of Florida product MOVal under Rule 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, installation.recommended use.or other product attributes that are not
specifically addressed herein.
R C TA
AMKO BUILDING PRODUCTS
V 1! G Asphalt Shingles
TECHNICAL SERVICES, LLC..
Vintage®Hip&Ridge Basic Wind Speed(Val): Max. 194 mph
(Phillipsburg) Basic Wind Speed(V„d) Max. 150 inph
Deck(HVFIZ): 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. 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 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 prevalQn wind
n4"rt 5�” exposure
Start
tt�re
Figure 1 5" exposure
1"
�e �--,'�estener
Figure 2 1/41' Figure 3
Figure 15. Vintage®Hip& Ridge(Phillipsburg)
TBP 15001.4 Ftj 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 not,imply warranty, it stalialion,recommended use,or other product attributes that are not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
TECHNICAL SERvlCE5, LLC
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment fihall 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 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 fresi 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 man 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,6r"Edition(2017)as evidenced in the referenceld documents submitted by the named manufacturer.
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Organization NoANE11669
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CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have.nor will it acquire,a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services,LLC is 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 filiancial 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.
EN OF REPORT
TBP 15001.4 _ h18355-R4 Page 11 of 11
This evaluation report is provided for State of Florida product approval under Rule 61620-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality c ssurance 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.