HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Page l of 2
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r IMProduct Approval ST. Lucie County, Permitting
? Q-jM.41Y.: AWiication Dttaii
FL A Fl.18355-R4
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 64802
(417)6^.4-5644 Ext 2305
karrl_eden dbta mko.com
Authorized Signature KerTi Eden
kerri_eden-Ata mko.co rn
'Technical Reprtr�.ntative Kerri Edan
Address/Phone/Email PO Box 1404
ioplln, bio 64802
(417) 624-6644 Ext 2305
kern eden0tamko.coni
Quality Assurance Representative
Address/Phone/Email
Category Roof Ing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a licensed
Florlda Professional Engineer
Evaluation Report•Hardcopy Received
Florida Engineer or Architect Name who developed Zachary It, Priest
the Evaluation Report
Florida License PF-74021
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 01/07/2019
Validated By Lockq Bowden
Validation Checklist. Hardcopy Received
Certificate of Independence FLlll35 jQ��C�].._f:��5001.�J17 FBC Eval Rouen Ii In€l,
Referenced Standard and Year(of Standard) ;5li dnd XlBC
ASTM D 3161 2016
ASTM 0 3462 2010
ASTMD 0 7158 2011
TA;100 1495
Equivalence of Product Standards.
Certified By Approved Testing lab
fL1G3S,s Rh, zgu t'l,- r.For.541!?�aS.A _f^.►_.F_@�...017..gelf
Sections from the Code
lrttp:i/www.tloridabuilding.org/pr/pr_app_dtl.as x?paraln='wGEVXQwtl)quvoxrllazGXQ... 1/3/2018
Florida Building Code(biline Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 09/25/2017
Date Validated 09/27/2017
Date Pending FBC Approval 10/08/2017
Date Approved 1:/12/-.017
summaly of Products
FL O Model,Numlter or ame I Description
103SS.1 I,Elite Glass-Seal, ASTM 0 3462 asphalt shingles and hip and ridge shingles
(_t!er1tagejieritage Premium,
Her o Voodgate, Heritage
Vintage,Hip and RM e,and
Vintage Hip and Rldg Shingles
Limits of Use Installation Instructions
Approved for use in 11VHZ Yes I f t lq t , ��..t1.TR1Si�P�4_.:V1' t_�- vaLR;p<rt ii)Lr]g1.�5
Approved for use outside HVHZ:Yes CU+3111dC
Impact Resistant: NIA I Vwrifled By: Zachary R.Priest PE-74021
Design Pressure:NIA I Created by IndnpendentThird Party:Yes
Other:Sen avaluat9on report for limits or usal i Evaluation Reports
I'l 165,55.X24, A.E.
` l'Bp1 Q81,4,2 17,F6C Ewa ttroor!
h tg*_final.pdt
1 Created by Independent Third Party:Yee
C./tact x: esser FL?7r ^.FhY* a:wt77-t31-i
n,e Stab d FonJu,o an JagxEC a,pi^�rtr.LtY1Yd�Y .717QIi�.Idta••.r.Eb.-'JY fttSaLY.:ifALSloery r3Cia:2iih..zt4te.IIt.C!S Bt6aXLA3tt_]tr3
,.nder Flm.Ja raF:WWi a11*elwx bra FiAsl•:reax403,It r,t weir jour a-mail aofrcxa•Yaawl in raw.., *>a p L*C-facarck mciL w..do P't:.rrd
Me:atvvc mall to avaw+r.ty.lrsba•i tt•Pb:t tht ells Iry cr"7afaerva Man rt vAA,have env t}inio _pease etnwe Wo 407:f.Os lr•vwant to
Sac4M 4"275(1),:Prods Stalut"3,/ft'tiiv QICdtw L 20 2,tt.enmty diAnf rd Maier 01,40tr R5.F<.mixt rxwic:4 Vw Departmar t with an tme,adikegs it
7,tY
hilt.inc IN a tios iwovidw y ay t c-nod tcv otr,cial ctamnun:ahnn td,[IM keWe.However emal afdresses ora DlitAic raved.It you W n7 wsh t+
xK91r a pxs�aMl o-Ylrt»,oiaaaa pt-1-t1w OepwMWrit M a i NMW NJ**"whd,ca,to tr,a.se wedat+e to rM pr.tlit.7"dewiwm it You art a Nctns"wxln
tTept•.r 4E5.r. IA?W cldt tW 1,.
Pmdiwt approval Accepts:
ZW .W � ■
Ctctiit Card
Safe
http://www.floridabuiWing.org,'pr/pt-_.appluvosr11az0XQ... 1/3/2018
Certificate of Authorization No.29824
C RI E E0110 K17520 Edinburgh Or
Tampa,FL 33647
TECHNICAL SERVICES. L.LC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,6''EDITION(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, 1607-2.5, 1507. .7.1, 1523,6.5.1
Properties: Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES
121.y @Mort 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) 11AP-054-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) iiAP-114-02-01 TAS 100 1995
PRI Construction Materials Technologies(TS1-5878) 1?�AP-117-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) 4AP-130-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TI`IAP-131-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) '(AP-165.02-0'1 TAS 100 1995
PRI Construction Materials Technologies(TST5878) AP-280-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IAP-303-02.01 TAS'100 1995
PRI Construction Materials Technologies(TST5878) TIIAP-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) TjAP-315.02-01 ASTM D 6381 2008(2013)e1
PRI Construction Materials Technologies(TST5878) 1AP-317-02-01 TAS 100 1995
UL LLC(TST9628) 02NK9507 ASTM D 3161 2016
UL LLC(TST9628) (f4NK24366 ASTM 0 3462 2010A
UL LLC(TST9628) 5NK28006 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) BCA59132 ASTM D 3161 2016
UL LLC(TST9628) CgNK07896 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 10CA50498 ASTM D 3462 2010A
UL LLC(TST9628) ,OCA64882 ASTM D 3161 2016
UL LLC(TST9628) 11NK14014 ASTM D 3161 2016
ASTM 0 3462 2010A
UL LLC(TST9628) 12CA24551 ASTM D 3161 2016
UL LLC(TST9628) 7861/0543 ASTM D 6381 2008(2013)et
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 01..18355-R4 Page 1 of 11
This evaluation report is provided for State of Florida produc approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality asurance 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
j1 Asphalt Shingles
TrC'HNICAL.SrRVIrv7s, LLC.
PRODUCT DESCRIPTION
Elite Glass-Seal@ 12-114" x 36". ASTM D 161. Class F and ASTM D 7158, Class H self-sealing. 3-tab
(Frederick,Joplin& asphalt shingle with fibs lass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules comply ng with ASTM D 3462.
Glass-Seal '12-114" x 36". ASTM D 161, 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
Glass-Seal 12-1/41' x 36", ASTM D T1158, Class H self-sealing. 3-tab asphalt shingle with fiberglass
(Joplin) mat coated on both sides with asphalt and su+iaced with ceramic granules complying
with ASTM D 3462. Shingles shall be used in the non-HVHZ only.
Heritage(p) ) 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas,Fre ck, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
epllirt;-Ptililipsburg& complying with ASTM D 462,
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 a'chitectural 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(A) 17-1/2" x 4W, 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
Heritage RR Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas&Frederick) reinforced, laminated atchitectural asphalt shingle surfaced with mineral granules
complying with ASTM D 34622.
Heritage(Y)Woodgate 12" x 36-3/8 ASTM D 3161, Class F fiberglass reinforced, laminated architectural
(Frederick) asphalt shingle surfaced Iwith mineral granules complying with ASTM D 3462. Shingles
shall be used in the non-� VHZ only.
Hip and Ridge Shingles 12-114" x 12 ASTM Dlla 3161, Class F fiberglass reinforced, hip and ridge asphalt
(Frederick&Joplin) shingle surfaced with mi eral granules complying with ASTM D 3462.
VintageO)Hip and Ridgo 12" x 12", ASTM D 316 , Class F fiberglass reinforced, hip and ridge asphalt shingle
(Phillipsburg) surfaced with mineral granules complying with ASTM D 3462,
TBP15001.4 F(..18355-R4 Page 2 of 11
This evaluation report is provided for State of Florida product,approval under mule 61G20-3. The,manufacturer shall notify CREEK
Technical Services. LLG 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 warrantyr installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK EK TAMKO BUILDING PRODUCTS
Asphalt Shingles
Trot-INIGAL SERVicc-6,LLC
INSTALLATION
Elite Glass-Sear Basic Wind Speed(VWt): Max. 194 mph
(Frederick, Joplin& Basic Wind Speed(Vasa]: 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 5-116 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
Nailin8 . Y Z11-
6-71W
Ar" _.._.... _.__. .................. __..........:_
i
5-1/8"
Bud Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Patten(Non-HVHZ only)
ILS
r
e
NallirV __.>t.... .... 1 �,+ _ 6-718�r
Area -
5-118"
Butt Edge
Figure 2. EliteGlass-Seal&Glass-Seal
6 Nall Pattern
TBP15001.4 r 18355-R4 Page 3 of 11
This evaluation report is provided for State of Florida p(oduc approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,L.L.0 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, nstallation, reconurrended use,or other product attributes that are not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
TECHNICAL SERVICES.LLC
Heritage® Basic Wind Speed(V„n): 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. 19/32 in, plywood or wood plank for
HeritageO 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. 15132 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(FtVHZ): Installed with 5-518 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"4 Nail
Pattern"or"6 Nail Pattern'detailed below.
FASTENERS NAIL ZON E
COMMON
-- BOND
6-1/8"
EXPOSURE 6-6/8"
Figure 3. Heritage®, Heritage®Premium,and HeritageO Woodgate(Dallas)
4 Nail Pattern (non-HVHZ only)
FASTENt�R5 NAIL ZONE
COMMON
BOND
6-118" EXPOSURE 5-5/8"
1" �-7-i/2`+-7-112" +- 7-318 7-1/211-►h-7-i/2"-►j �--i"
Figure 4. Heritage &Heritage®Premium
6 Na I Pattern
TBP15001.4 FL.18355-R4 Page 4 of 11
This evaluation report is provided for State of Florida product appPp vao 1 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.
PRODUCTS
CREEK TAIVIKO BUILDINGAsphaft Shingles
TF.CHNICAt SERVICES. LLC
NAIL ZONE/
STENE COMMON BOND
T-�
EposaRE
5 518"
1° �"7-1/�=ry�.7.112'�i�4-7-3187-1/2�tF7.912a►� �M-'i
Figure 5. Heritage®Woodgate
6 Niiil Pattern
Cornmon wnd
FAST ERS-
'7 AP I&MV,
T
Figure 6. HeritageO, Heritage, Prernlurn:& Heritage(D Woodgate
Alternat6 6 Nall Pattern
PAINT
LINE,
--------------------------- -—--------.-.-jNAIL ZONE
EE OF
fflIVION
----CDG
BOND
EXPOSURE
ACCE TABLE
.- FASTE ER LOCATION
DO NT FASTEN
ALO G EDGE OF
------ -- C 1, ON BOND
PREFERED
FASTE R
LOCATI N
Figure 7. Hed age@(Tuscaloosa)
Expanded Nall Zone
Nail patterns from Figures 3, 4, and 6 ma) be placed in the nail zone as described above
TBP15001A FL I 18355-R4 Page 6 of 11
This evaluation report is provided for State of Florida product approval under Rule 611;20-3. 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
TEC6iNICAt-SFRVICES. LLC
Herltage®Premium Basic Wind Speed(V,x,): Max. 194 mph
(Frederick) Basic Wind Speed(V0w): 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-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. 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"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONE/
FASTENERCOMMON BOND
51/x"
"EXPOSURE 5"
12"
Figure 8. Heritage®Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
i
NAIL ZONE!
FASTENERS COMMON SONO
51/2if ET
URE 5"
Figure S. Heritag @ Premium(Frederick)
6 Nail Pattern
TBP15001.4 FL 8355-R4 Page 6 or 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services.1-1_C 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, ifistallallon. recommended use,or other product attributes that are not
specifically addressed herein.
/" REEK I AMKO BUILDING PRODUCTS
�•�► Asphalt Shingles
TECHNICAL.SERVICE, LLC
Heritage@ Woodgate Basic Wind Speed (V,,I& Max 194 mph
(Frederick) Basic Wind Speed(V,,d): 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 FBG 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 rnanutacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONE/
FAs7ENEFiS COMMON BOND
5-1/2" EXPOSORE 5"
1'-"1 �-- 11" -.�► ..-12-3/8"----e -- t i"
Figure 10. Heritage@ Woodgate(Frederick)
4 Nail Pattern (non-HVHZ only)
NIA ILZON&
�FASTENE S
COM41ON BOND
/f
f T
Exaos1,111E 5'
1°--►� �4 9-112"-43'+-9-3/8'1-I 3'4 9-1/2"—►� �rt�-1"
Figure 11. Heritag O Woodgate(Frederick)
6 Nail Pattern
I
TBP15001.4 FI-18355-R4 Page 7 of 11
This evaluation report is provided for State of Florida prcxluct appr'� oval tinder Rule 61(320-3. 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 f ti TAMKO BUILDING PRODUCTS
C Asphalt Shingles
TF-C1-iNiCAL-SERVICES,U.-C.
Heritage®VintageO Basic Wind Speed(Vul): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vaw): Max. 150 mph
Deck(HVHZ) In accordance with FBC requirements;
Solidly sheathed rnin. 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. 7116 in. OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBG 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.
nar
Rposum
oil-
UbLch
b•. P>tsldla �,,
17-W
S"
Ecr`abfu+a
VIM' 1♦
Figure 12. heritage@ Vintage®
5 Nail Patter h (non-HVHZ only)
eFWW its
Aw
ti-irr
s
`f'
Figure 13. eritage®Vintage"6 N it Pattern
TBP15001.4 FLi18355-144 Page 8 of 11
This evaluation report is provided For State of Florida producpproval 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,It stallation,recommended use, or other product attributes that are not
specifically addressed herein.
REEKTAMKO BUILDING PRODUCTS
�t i Asphalt Shingles
TECHNICAL—SERVICES, Lt.t
Hip&Ridge Basic Wind Speed(V,Ar): Max. 194 mph
(Frederick&Joplin) Basic Wind Speed(Vgr) Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19132 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 prevalling V1 Ind
$start r5-1/8"exposure
ere -
.l it
___ Start
Figure here 5-11$"exposure
-.� Fastener ` J -'`'Fastener
Figure 2 Figure 3
1/4"
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 pproval under Rule 61G20-3. The manufacturer shall notity CREEK
Technical Services.LLC of any product changes or quality asurance 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.
M,-:1;
NVCREEK
R E E(.� TAMKO BUILDING PRODUCTS
j'� Asphalt Shingles
TECHNICAL SERVICES, LL.0
Vintage®Hip&Ridge Basic Wind Speed(Voi): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vagd). Max. 150 mph
Deck(I1VI-iZ): 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.
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
ptart 5" exposure
M'l " T
L
htaarrt.._
Figure 1 5" exposure
1„ 1„
Fastener
Figure 2 1/411 Figure 3
Figure 15. Vintage®Hip&Ridge(Phillipsburg)
TBP 15001.A F418355-R4 Page 10 of 11
This evaluation report is provided for State of Florida product ipproval 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.
CREEK TAMKO BUILDING PRUUUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
LIMITATIONS
1) Fire Classification is not within the scope of tf is evaluation.
2) The roof deck and the roof deck attachment thall 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 expsi.rre B&C with a building mean roof height of 60-ft or less.
5) Deck substrates shall be clean, dry, and freefrom 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 shat 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 mant.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,6t'Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
Y R.
Ci.. ......IN 2017.09.25
2017.09.25
No 7402111 :31 :41
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� 3 STATE OF
�%�O'��•:.1 O R t O P.����` Zachary R. Priest, P.E.
0 A' ?�` OrgaFlorida n ation No!on ANE11669 1
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services,LLC does not have.nor will it a quire,a financial interest in any company manufacturing or 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 filiancial interest in any company manufacturing or distributing products
under this evaluation.
I
Zachary R.Priest,P.E.does not have,nor will acquire,a fini ncial interest In any other entity involved in the approval process of the
product.
EN OF REPORT
TBP 15001.4 L18355-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 assurance changes throughout the duration lot 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.