HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Page 1 of 2
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JAN 2 2018
r..Ar OW db' prodtxi Approve
UAr"Ir:FI:F:f::t p
ST. Lucie county, Permitting
- -
L'L<GW:iKt"I:.i,?:Ixai .S971A.A4 .;tYi>daq f&'jjtiu1.rL'>APPIicats an Derail
FL$ FL18355-R4
. . Application Type Revislon
Code Version 2017
Application Status Approved
Com men to
Archived
Product Manufacturer TAMKO Building Products,Inc.
Address/Phone/Email PO Box 1404
Joplin,MO 6480:
(417)624,6644 Ext 2305
kerri_eden ota mlm.com
Authorized Signature Kerd Eden
kerri edenQiitamko.c:om
Technical Representative Kerri Eden
Address/Phone/Email PO Box 1404
Joplin, 190 64902
(417)624-6644 Ext 2305
kerri edenOtamko.com
Quality Assurance Representative
Address/Phone/E mall
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
. Evaluation Report•Hardcopy Received
Florida Engineer or Architect Name who develoled Zachary R.Priest
the Evaluation Report
Florida License PE-14021
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 01/07/2019
Validated By Locke Bowden
•' Validation Checklist• liardcopy Received
Certificate of Independence CI _R4 C6]jlr 1py }..017 FBC rya AauorT�{bindles flnri,g¢f
Referenced Standard and Year(of Standard) kaadafry dill[
ASTM D 3161 2016
ASTM D 3462 2010
ASTMD D 71 S8 2011
TAS 100 199s
Equivalence of Product Standards
Certified By Approved Testing Lab
)FLIC !3 '� R4,E(lui�_tit._(q ar_fw. tin s_f��FSC 20.1..7. di
Sectfuns from the Code
littp:i/wwtv.floridabuilding.orglpripl app_dtl.as x?parmn=wGEVXQwtDquvosrllazGXQ... 1/3I2018
Florida Building Codi'(biline page 2 of 2
Product Approval Method Method I Option D
Date Submitted 09125/2017
Date Validated 09/27/2017
Date Pending FBC Approval 10/08/2017
Date Approved 12/12/2017
Surnmary of Products
iL 0 Model,Number or ams I Description
30355.1 I,Ellte Glass-Seal, ASTM D 3452 asphalt shingles and hip and ridge shingles
eritage, eritage Pmmium,
Her a Voodgate, Heritage
Vintage,Hip and Ride,and
Vintage Hip and Rldg Shingles
Limits of Use i Installation Instructional
Approved for use in WHIZ:Vas tI.1Q.3S3 R!11 T�P3.SSNZL�i9.lL@ ��L ::S9LC +111f191Si
Approved for use outside HVHZ:Yes Gbnl.k�+f
Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021
Design Pressure:N/A Created by Independent Third Party:Yes
Other: Sen evaluaton repoit for limits of use; Evaluation Reports
AE 7'6P1SPD1..4.. 017.i0C_ yi_ieppat
(flh+rygied_finfp.pdt
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tm,ar rtm la lar:-Awi aotYexwt sa ri�bl•:rt: 4, le 4o rrt want s ar.m,Yl adrYcta-waaoto n rosoase+r D�a•.eca�rsgt+yst do not send
ae;trarc mall N rra.en 40'.lnhe4 a W*tet Glace tty r.t'y tra,114ce :mal If wit,twee sty chasms .Please emW r WW40:1395°Tvauant to
Srcbiet 4!G Y7S(1),:MVtda Statutes,Nytt:Nt't CX'tcLtr L 2D P,tt-enrees atAnttd~CtuM�r K5.F<,court prMK*lilt pelar7nantwtal an email added a
Ntex tbYt:+nr.?hf afaal+i ffdNdld may DL Baal♦M'nHtctal canmun�.ahcyt M/tlt trit Ytencce.tWr/CrtY aloes JdtyR•iall an CtJr+ik'rad7d.11 y«,tltl r»t ehftt OD
aurD+T a perxew+tridrea,P4a1+(nwt:l!`tin Dm.vrrr tm NI at mond tt"T"WWI)cat Ce trtale wple ve W th1 mble To detarm�.,,it you art a rVertm undo
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Certificate of Authorization No. 29824
CREEK17520 Edinburgh Dr
Tampa,FL 33647
TECHNICAL SERVICES, L.LC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,C EDrnoN(2017)
Manufacturer: TAMKO BUILDING PRO UCTS Issued Septernber25, 2017
220 West 4r"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
Entity Boort No. Standard Year
PRI Constriction Materials Technologies(TST5878) 7AP-043-02-01 TAS 100 1995
PRI Construction Materials Technologies{f ST5878) �AP-051-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) iAP-054-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) 1�AP-114-02-01 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) 1 AP-131-02.01 TAS 100 1995
PRI Construction Materials Technologies(TS1'5878) AP 165-02-01 TAS 100 1995
PRI Construction Materials Technologies(TS 15878) 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,rechnologies(TST5878) TAP- 314-02.01 Rev 2 TAS 100 1995
PRI Construction Materials Technologies(TST5878) I AP-315-02-01 ASTM D 6381 2008(2013)el
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) 05NK28006 ASTM D 6381 2008(2013)el
UL 2390
ASTM D 7158 2011
UL LLC(TST9628) C 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) IOCA50498 ASTM D 3462 2010A
UL LLC(TST9628) 1OCA64882 ASTM D 3161 2016
UL LLC(TST9628) 11 NK14014 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 12CA24551 ASTM D 3161 2016
Ut.LLC(TST9628) 7861 10543 ASTM D 6381 2008(2013)el
UL LLC(TST9628) 787043752 ASTM D 3161 2016
UL LLC(TST9628) 787148748 ASTM D 7158 2011
ASTM D 3161 2016
ASTM D 3462 2010A
CREEK Technical Services LLC(ANE11669) 1 BPI 5001.3 Calculations 2017
TBP15001.4 L18355-R4 Page 1 of 11
This evaluation report is provided for State of Flonda produc approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality a:tsurance 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
Asphalt Shingles
Tt"CHNICAL SERVICf~5, LLC
PRODUCT DESCRIPTION
Elite Glass-Seal(p) 12-1/4" x 36", ASTM D 3161. Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules comply ng with ASTM D 3462.
Glass-Seal 12-1/4" 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 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 sideis with asphalt arid surfaced with ceramic granules complying
with ASTM D 3462. Shirciles shall be used in the non-HVHZ only.
Heritage(R13-1/4" x 39-3/8 AST D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas,Fre ck, reinforced, laminated a-chitectural asphalt shingle surfaced with mineral granules
_JopRn;-PM Ilips burg& complying with ASTM D 462.
Tuscaloosa)
Heritages Premium 13-1/4" x 39-3/8', AZ>I 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 architechnal sphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
HeritageCr Vintage(? 17-1/2" x 40", ASTM D 3 61, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Phillipsburg) laminated arc"rlitectural sphalt shingle surfaced with mineral granules complying with
ASTM D 3462
Heritage®Woodgate 13-1/4" x 39-318", ASTfyt D 3161; Class F and ASTM D 7158, Class H fiberglass
(Dallas&Frederick) reinforced. laminated a chitectural asphalt shingle surfaced with mineral granules
complying with ASTM D 462.
HeritageH)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-1VHZ only
Hip and Ridge Shingles 12-1/4° x 12", ASTM DI 3161, Class F fiberglass reinforced, hip and ridge asphalt
(Frederick&Joplin) shingle surfaced with mir era]granules complying with ASTM D 3462.
VintagecR>Hip and Ridge 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 productlapproval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services. LLC of any product changes or quality easurance 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
TFC HNICAL SERVICE=S,LLC
INSTALLATION
Elite Glass-Sear Basic Wind Speed(V,Ai): Max. 194 mph
(Frederick, Joplin& Basic Wind Speed(Va,a: Max. 150 mph
Tuscaloosa) Deck(HVFIZ): 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. 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 5-1/8 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 5-1/8-inch exposure in accordance with FBC
requirements and manufacturers published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
14AILS
Nailing. 6-7Ar
T __
Area�t _....................._.._.. .- .............
5.118"
Butt Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Patten(Non-HVHZ only)
i1.S
....... .... _T
Ares. __.. ._... .. ......._. _.....
5-118"
Butt Edge
Figure 2. EliteGlass-Seal&Glass-Seal
6 Nail Pattern
TBP15001.4 F 18355-R4 Page 3 of 11
This evaluation report is provided for State of Florida produc1 approval under Rule 61020-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality atsurance changes throughout the duration for which this report Is valid.
This evaluation report does riot express nor imply warranty, natallation,recommended use,or other product attributes that are not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TFr FINICAL SERVIC f-9.LLC
HeritagetR) Basic.Wind Speed(V„n): Max. 194 mph
(Dallas, Frederick, Joplin, Basic Wind Speed(Verd) 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
HeritageO Woodgate new construction. Min. 7116 in. USB 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 5-518 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)l Installed with 5-518 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
�`'r COMMON
--- 0 BOND
n
6-1/8 I FEXPOSURE 5-518"
12-1/211—+— 12-3�8'- 12-112`
Figure 3. Heritage®, Heritaget Premium, and Heritage&Woodgate(Dallas)
4 Nail Pattern (non-HVHZ only)
FASTENERS -- NAIL ZONE
COMMON
BOND
6-1� EXPOSURE 5-5/8"
1-1� hrt-r-112'=i�f-7-112" ►{+- 7-3J8--*j*_7-11 r -0j4 7-1i2"-H �--1
Figure 4. HeritageU& Heritage®Premium
6 Nail Pattern
TBP15001.4 _FL1 355-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, in tallation, recommended use, or other product attributes that are not
specifically addressed herein
TAIVIKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL.SERVICES, I-I-C
NAIL ZONE/
=STENE COMMON BOND
9L-
T-�
POSURE 5 518
�7-1/2". .7-1/2+-318 112v1 IF7.1/29► Ei-1"
Figure 5. Heritage@ Woodgate
6 Nail Pattern
Common Bond
1 ��
Figure 6. Heritage®, HeritageOD Premium, 8, Heritages®Woodgate
Alternat�6 Nail Pattern
PAINT
LINE
7-7/8" ------------ ------------............------------- ---—------ NAIL ZONE
6-1/8"
---EDGMON
E OF
C
BOND
EXPOSURE
5-W811
ACCEPTABLE
"TO
FASTENER LOCATION
DON DT FASTEN
ALO G EDGE OF
------ COM AON BOND
PREFEF RED
FASTENER
LOCATIPN
Figure 7. Heritage®(Tuscaloosa)
Expan ed Nail Zone
Nail patterns from Figures 3, 4, and 6 may-be placed in the nail zone as described above
TBP15001A t-L I 18355-R4 Page 5 of 11
This evaluation report Is provided for State of Florida product opproval under Rule-51(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,inIstallation,recommended use,or other product attributes that are not
specifically addressed herein.
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TEci-iNICAt_SERVICER. LLC
Heritage®Premium Basic Wind Speed(VW,): Max. 194 mph
(Frederick) Basic Wind Speed(V"&,): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
now 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. 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/
FASTENER COMMON BOND
51/x° EXPOSURE 5"
I
12"
Figure 8. Heritag Premium(Frederick)
4 Nail Pattern only)
NAIL ZONE/
FASTENER /COMMON BOND
I
5t/err
=EXPOSURE 5"
9" 41r-�91/2" 1.-1 r.
Figure 9. Heritagj@—Prelmium (Frederick)
6 Nail Pattern
i
TBP15001.4 FL 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.1_1-C 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.
�a " TAMKO BUILDING PRODUCTS
L••, Asphalt Shingles
F
TF_CHNICAL SERVICE!-;, LLC
Heritage@ Woodgate Basic Wind Speed(Vol): Max 194 mph
(Frederick) Basic Wind Speed(V, ): 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.
UnderiaymenL 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/
FASTENERS COMMON BOND
T- /T
-1/2" EXPOSURE 5"
.L�
1 11"r '~+ 12-3/8" �— 1.r -� k-1-
Figure 10. Heritage®Woodgate(Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
STENS iS
/iCOMMON BOND
FAJiJ
T
E9 I a-
5-Ill" EVOSUl1E 5''
9-1/2"-i T+—9-;3113"- 3'4 9-1 Ill,� 111
Figure 11. Heritag ®Woodgate(Frederick)
6 Nail Pattern
TBP15001 4 FL. 8355-R4 _ Page 7 of 11
This evaluation report is provided for State of Florida product�pprovai under Rule 01620-3. 1 tie manufacturer shall notify CREEK
Technical Services,LLG of any product rhanges or quality ass' ranee 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.
I
i
MCREEK
TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,Lt..0
Heritage®Vintage® Basic Wind Speed(Vvl): Max. 194 ntph
(Phillipsburg) Basic Wind Speed(Vend): Max. 150 mph
Deck(HV14Z): 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. 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.
—j-• �. r,-tbYh
T F761MY i
6., Mk it
17-1/2'
S"
Ex}raeure
QIA` 0.1M'--►� 9-lb' 'iiM' _i
-1:7
LJ
lata•--
Figure 12. eritage®Vintage®
5 Nail Patter (non-HVHZ only)
17-Yr
s
--aur---•{ ---- ( I ��----,�N._w�rr---+I
Figure 13. eritage®Vintage°D
6 Nail Pattern
TBP15001.4 Fl.18355-R4 Page 8 of 11
This evaluation repon is provided for State of Florida product approval under Ride 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.
RE TAMKO BUILDING PRODUCTS
■ Asphalt Shingles
i ECHNICAL SCFZVICES, Lt.<
Hip&Ridge Basic Wind Speed(Val): Max. 194 mph
(Frederick&Joplin) Basic Wind Speed(Vmd) 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.
Directions o—
f prevailing vl nd
$tart 5-1J8" exposure
erel-
' 'I 60—Start
Figure here5-118"exposure
�'g'' 1"
Fastener /"`J� F�a)stener
WI
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 approval 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.
;Y
CREEKR E E" TAMKU BUILDINGAsphalt Shingles
T6cHNtCAL SERVICES, LL-f"
Vintages Hip b Ridge Basic Wind Speed(Vj„): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vad):i 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.-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.
Underiayment: 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 prevailin wind
tart 5" exposure
nem—
here"`
Figure 1 5" exposure
lot ivy
Fastentrr `�W,' Fastener
Figure 2 1/4'r Figure 3
Figure 15. Vintage®Hip&Ridge(Phillipsburg)
TBP 15001.4 FL 18355-R4 Page 10 of 11
This evaluation report is provided for State of Florida product approval under Rule 6111320-3. 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, it staliation, recommended use,or other product attributes that are not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
TECHNICAL SERvicE:s, LLC
LIMITATIONS
1) Fire Classification is not within the scope of this 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 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 freD 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 eaa 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 mani.factured under a quality assurance program in compliance with
Rule 61 G20-3.
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 referent documents submitted by the named manufacturer.
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2017.09.2 S
No 74021
11 :31 :41
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13 STATE OF
',. AN 'PL cyp;•'�2 Zachary R. Priest, P.E.
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CERTIFICATION OF INDEPENDENCE
CREEK Technical Services,LLC does not have. nor Wit it a quire,a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services,LLC is not 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 fi�iancial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R.Priest,P.E.does not have,nor will acquire,a finE ncial interest in any other entity involved in the approval process of the
product.
EN OF REPORT
TBP15001.4 FI-18355-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 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.