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r FL# F1-18355-I14
RECEIVED
«•a.
Application Type Revision
Code Version 2017
Application Status Approved NOV Q V,/
1 `019
Comments ST. Lucie County, Permitting
Archived
Product Manufacturer TAMKO Building Products,Inc.
`. Address/Phone/Email PO.Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kerri_eden@tamko.com
Authorized Signature Kerri Eden
kerrL-eden@tamko.com
Technical Representative Kerri Eden
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext2305
kerri__eden@tamko.com
Quality Assurance Representative,
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
0 Evaluation Report-Hardcopy Received
0
Florida Engineer or Architect Name who developed Zachary R.Priest
the Evaluation Report
Florida License PE-74021
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 01/07/2019
Validated By Locke Bowden
Rj Validation Checklist-Hardcopy Received
rsa
r+c Certificate of Independence FL18355 R4 COI TBP15001 4 2017 FBC Eval Report Shingles final.odU. f
Referenced Standard and Year(of Standard) Standard Year
ASTM D 3161 2016
ASTM D 3462 2010
ASTMD D 7158 2011
TAS 100 1995
Equivalence of Product Standards
Certified By Approved Testing Lab
FL18355 R4 Eouiv UL letter for standards for FBC 2017.pdf
Sections from the Code
https://www.floriclabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... 1/3/2018
P1.0fidA titiiiaMg U00d Uninte L L
Product Approval Method Method i Option D
1
Date Submitted 09/25/2017
Date Validated 09/27/2017 3
Date Pending FBC Approval 10/08/2017
Date Approved 12/12/2017
E
Summary of Products
i
-FL# Model,Number or Name Description !
18355.1 y Glass-Seal,Elite Glass-Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles
Heritage,Heritage Premium, i
Heritage Woodgate,Heritage
Vintage,.Hip and'Ridge,and
Vintage Hip and Ridge-Shingles
Limits of-Use Installation Instructions
Approved for use in HVHZ:Yes FL18355 R4 II TBP15001 4 2017 FBC Eval Report Shingles
Approved,for use outside HVHZ:Yes final.pdf
Impact Resistant:N/A Verified By:Zachary R.Priest PE-74021
Design Pressures N/A Created by Independent Third Party:Yes
Other.,See evaluation report for limits of use. Evaluation Reports
FL18355 R4 AE TBP15001 4 2017 FBC Eval Report
Shingles flnal.odf
Created by Independent Third Party:Yes
Back Next
k
Y
7 Contact Us::2601 Blair Stone'Road Tallahassee FL 52399 Phone:850-4874824
? The State'of Florida Is an AA/EEO employer.Coovdgh t 2007-2013 StateofFlorida ::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released inresponse to a public-records request,do not send
i electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487,1395.*Pursuant to
Section 455.275(1),,Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided maybe used for official communication with the licensee.However email addressee are public record.If you do not wish to
supply a personal address,please provide the'Department with an email addresswhich can be made available to the public To determine if you are a licensee under
Chapter 455,F.S.,please dick here,
` Product Approval Accepts:
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i M :. 1�70 .
Credit Card
Safepp,,��
https://www:floridabuilding-org/pr/pi_app`dtl.aspx?param=wGE"VXQ WtDgit*osrHazGXXQ... 1/3/2018
Certificate of Authorization No.29824
CREEK 17520 Edinburgh Dr
Tampa,FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,C EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September.'25,2017
220 West 0 Street ;
Joplin, MO 64801
(417)524-6644
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
Emtliy Report No. Standard. Year
PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-051-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-054-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-114-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-117-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1995
PRI Construction.Materials Technologies(TST5878) TAP-131-02-0:1 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) 7AP-303-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-314-02-01 Rev 2 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 63$1 2008(2013)e1
PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 1995
UL LLC(TST9628) 02NK0507 ASTM D 3161 2016
UL LLC(TST9628) 04NK24366 ASTM D 3462 2010A
UL LLC(TST9628) 05NK28006 ASTM D 63812008(2013)e1
UL 2390
ASTM D 7158 2011
UL LLC(TST9628) 06NK03898 ASTM 0 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 08CA59132 ASTM D 3161 2016
UL LLC.(TST9628) 09NK07896 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) I OCA50498 ASTM D 3462 2010A
UL LLC(TST9628) 10CA64882 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
UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1
UL LLC(TST9628) 4787043752 ASTM D 3161 2016
UL LLC-(TST9628) 4787148748 ASTM D 7158 2011
ASTM D 3161 2016
ASTM D 3462 2010A
CREEK Technical Services LLC(ANEi1669) TBP15001.3 Calculations 2017
TBP15001.4 FL18355-R4 Page 1 of 11
This evaluation report is provided for State of Florida product approval under Rule 61020-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does.not express nor imply warranty,-installation,recommended use,or other product attributes that are not
specifically.addressed herein.
TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
TECHNICAL SERVICES,LLC
PRODUCT DESCRIPTION
i
Elite GlassSeaM 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 complying with ASTM D 3462.
Glass-Seal 12-114" 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 t
Tuscaloosa) ceramic granules complying with ASTM D 3462. i
Glass-Seal 12-1/4"x 36', ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass
(Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying
with ASTM D 3462. Shinoles shall be used in the non-HVHZ only
f,Heritage® 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
,(Qallas,Ftederisk,: reinforced, laminated architectural asphalt shingle surfaced. with mineral granules
.Joplin;;Phillipsburg-4 .,complying with ASTM D 3462.
Tuscar'dosa)
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 architectural asphalt shingle surfaced with mineral granules
Phillipsburg& complying with,ASTM D 3462.
Tuscaloosa)
I
Heritage®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® 17-1/2"x 40",ASTM D 3161,Class F and ASTM D 715.8, Class H fiberglass.reinforced,
(Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage®Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
Heritage®Woodgate 12" x 36-378", 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-HVHZ 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 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 granules complying with ASTM D 3462.
TBP15001.4 FL18355-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 not imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein..
DING PRODUCTS
C R E E K TAMKO BUILDING
tShingles
TECHNICAL SERVICES,LLC
INSTALLATION
Elite Glass-Seal® Basic Wind Speed(V,,It): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed(%Q: Max.150 mph
Tuscaloosa). Deck(HVHZ): In accordance with FBC 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-
p 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 manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern'or"6 Nail Pattern"detailed below.
-1-7 NAILS
..................... .............
Nailing- 6-70
Area
mutt Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern(Non-HVHZ only)
NAILS
jq�
.. ................. ................. ...............
Nailing-=- 6-7/8
Area
Butt Edge
Figure 2. Elite Glass-Seal&Glass-Seal
6-Nail Pattern
TBP15001.4 FLI'8355-R4 Page 3 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify.CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation, recommended use,or other product attributes that are not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
CREEK
Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage® Basic Wind Speed(Vqt): 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'FBC requirements;
& Solidly sheathed min. 15/32 in. plywood or wood plank for
Heritage®Woodgate new construction;Min.7/16 in.OSB existing construction.
(Dallas&Frederick) 'Underlayment: In accordance with FBC requirements. E
Min.slope: 2:12 and in accordance with FBC requirements. Refer to E
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. j
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
i
-11g° EXPOSURE 6-6/8"
1" 12. 112"-►�-- 12-318" -►�-- 12-1I2"L
Figure 1 Heritage®,Heritage®Premium,and Heritage®Woodgate(Dallas)
4 Nail Pattern,(non-HVHZ only)
FASTENERS NAIL ZONE
COMMON
BOND
61 EXPOSURE 5-618"
LLA- J ,
1'� �i-7-i12'-M�t-7-1I2"-��4-7-318"-�-7-112"-►�-7-112"-►� �-1"
Figure 4. Heritage®&Heritage@,Premium
6 Nail Pattern
TBP15001.4 FL18'355-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,installation,recommended use,or other product attributes that are not
specifically addressed herein:
RTAMKO BUILDING PRODUCTS
EK Asphalt Shingles
TECHNICAL SERVICES,LLC j
z
NAIL ZONE/ ¢
—FASTENER S --- ---- COMMON BOND
i
FPPO�ul
RE 5 Ste
Figure 5. Heritage@ Woodgate
6 Nail Patternii
; M Common Bond '
FASTENERS
4 1 t
�O �
�w 1
7
39-3l8"
Figure 6. Heritage@,Heritage@ Premium,&Heritage@ Woodgate
Alternate'6 Nail Pattern
i
t
PAINT
LINE
7-T _ .- -NAILZONE
6-1I8° -EDGE OF
COMMON
BOND
EXPOSURE
5-518"'
ACCEPTABLE
FASTENER.LOCATION
DO NOT FASTEN
ALONG'-EDGE OF
COMMON`BOND
PREFERRED
- .FASTENER
LOCATION
Figure 7. Heritage®(Tuscaloosa)
Expanded Nail Zone
Nail patterns from Figures 3,4, and 6 maybe placed in the nail zone as described above
TBP15001.4 FL18355-R4 Page 5 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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.
' ����� TAMKOBUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SFERVICES,LLC
Heritage®Premium Basic Wind Speed.(Vii): Max. 194 mph
(Frederick) Basic Wind Speed.(Vaaa): Max'150 mph
Deck(HVHZ):. In accordance with FBC requirements; I
Solidly sheathed.min. 19/321h. plywood or wood plank-for i
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 in
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5 in. exposure in accordance. with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONE/
FASTENERS . COMMON BOND
I
s
61/2 EXPOSURE 5"
1211
Figure 8. Heritage®Premium.(Frederick)
4 Nail Pattern (non-HVHZ-only)
NAIL ZONE/
.FASTENERS �/COMMONBOND
r�1�2�r
V] —EPO
SURE 5"
1„ 9112„ 9„ ��
Figure 9. Heritage®Premium(Frederick)
6 Nail Pattern
TBP15001 A FL18355-R4 Page 6 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use, or other.product attributes that are not
specifically addressed herein.
����� TAMKO BUILDING PRODUCTS
EAsphalt Shingles
TECHNICAL SEF2VICEs,LLC
Heritage®Woodgate Basic Wind Speed(Vwt): Max. 194 mph
(Frederick) Basic Wind Speed(Vasd): Max. 150 mph
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. 1,
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 j
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or`'6 Nail Pattern'detailed below.
NAIL ZONE/
FASTENERS . COMMON BOND
T
5-112" EXPOSURE 9'
l �
1'� �-- 11" –�►�--12-3/8"—� 11" --r{ �-1"
Figure 10. HeritageO Woodgate(Frederick)
4 Nail Pattern(non-HVHZ only)
NAIL ZONE!
COMMON BOND
FASTENERS .
T
5.112" EXPOSURE 5"
9.318"�►,43'+��4 8-112" �1
Figure 11.. Heritage@ Woodgate(Frederick)
6 Nail Pattern
i
TBP15001.4 FL18355-R4 Page 7 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical.Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluationreport does not express nor imply warranty;installation,recommended use,or other product attributes that are not
specifically addressed herein
' TA�KO�uuo�GpRoDuCTa
4spxouamne�oNCREEK
TEcnmIoAL SERVICso,LILC '
nemtage@ Vintage@ Basic Wind Speed(V,1t): Max. 194mph �
(Phillipsburg) Basic Wind Speed(V,,d): Max. 150 mph '
Oaok(HVHZ): (naccordance with FBCrequirements;
.Solidly sheathed min, 19/32 in. plywoodorvwomj'pdonkfor
new construction; Min. 15132 in. plywood existing
construction.
In|naouondanuewith FBCrequirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min.7/16 in.OSB existing construction.
Uodorloymeft |naccordance with FBCrequirements.
Min.slope: 2:12 and in accordance with FBC requirements, Refer to
the manufacturer's application instructions when installing
shingles atslopes greater than 21:12.
(nwtaUation(HVHZ): 'Installed with 5 in. exposure in ocuordonumw1th'RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using ^G Nail Pattern" detailed
below.
.
Installation (Non'HVHZ) Installed with 5 in. exposure in 0000ndenoe with FBC
' requirements and manufacturer's published installation
instructions. Shingles shall beattached using either^5Nail
<
Pattem^or'6Nail Pattern'detailed below.
� fkpDsuterbtch
'
.
-r
Figure 12.12.
5 Nail Pattern(non-HVHZ only)
Notch
Zeno
Figure 13. Heritage(D Vintage
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
T ECHNICAL SERVICES,LLC
Hip&Ridge Basic Wind Speed(V,lt): Max.-194 mph
(Frederick&Joplin) Basic Wind Speed MQ: Max. 150 mph
Peck(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.
Peck(Non-HVHZ): In accordance with FBC requirem6nts;
Solidly sheathed min. 15132 in. plywood or wood plank for
new construction;Min.71161n.OSB existing construction,
Underlayment: In accordance with FBC requirements.
Min.slope- 2:12and in accordance with FBC requirements.
Installation: Installed with 5-1/8 inch exposure in accordance,with the
FBG and manufacturer's published installation instructions.
The direction of the exposed end shall be 'away from the
prevailing wind.
Direction of prevalfirtg wind
Mart 5-1/8" exposure
here—,
I F
n]
N
M, Star
Fhereigure 1 5-1/8"exposure
stener Fastener
Figure 2411 Figure j
11
Figure 14. 'Hip&Ridge,(Frederick&Joplin)
TIBP16001.4 FL18365-R4 Page 9 of 11
This evaluation report is provided for State of Florida product approval under Rule&1620-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or qua-lily 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.
REEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
Vintage®Hip&Ridge Basic Wind Speed(Vut): Max. 194 mph
(Phillipsburg) Basic Wind Speed(V.,d): Max. 150 mph
Deck.(HVH4: 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 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
5 1$ exposure
here
Start
Figure 1 here 5" exposure
Fastener Fastener
5-1/211 L5-1/231
Figure 2 Figure 3
Figure 15. Vintage®Hip&Ridge(Phillipsburg)
TBP16. 001A FL18355-R4 Page 10 of 11
This evaluation report is provided for State of Florida product approval under Rule 61020-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
OCREEKAsphalt Shingles
TECHNICAL SERVICES,LLC
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation. s
2) The roof deck and the roof deck attachment shall be designed by ofhersto meetthe 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 free from any irregularities and debris: All fasteners in the deck
shall.be checked for protrusion and corrected prior to underlayment application.
6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck.
7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturers !
published application instructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail.
8) ,Ali products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
COMPLIANCE STATEMENT
The products 'evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code,6`h Edition(2017)as evidenced in the referenced-documents submitted by the named manufacturer.
>% C; .-**G E NS 9%s--, 2017.09.25
' No 74021 11 .31 .41
s :-�P STATE OF '•� 041001
��T• �� P,: Zachary R. Priest, P.E.
Q...... Florida��` Registration No.74021
IVA���.,A Organization No.ANE11669
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 not owned,operated,or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R.Priest,P.E.does not have,nor will acquire;a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
TBP15001.4 FL18355-R4 Page 11 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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.