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FL* 1`1_18355-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived 0
j Product Manufacturer TAMKO Building Products,Inc..
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kerr!_eden@tamko.com
z Authorized Signature Kerrl Eden RECTVC
E.)
kerCi—eden@tamko.com
NOV 0 5 2019
Technical Representative Kerr!Eden
Address/Phone/Email PO Box 1404 ST. Lucie County, Permitting
Joplin,MO 64802
(417)624-6644 Ext_2305
keeri—eden@taniko.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing V
Subcategory Asphalt Shingle
I L L;
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
D Evaluation Report-Hardcopy Received
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
Rl Validation Checklist-Hardcopy Received
Certificate of Independence FL18355 R4 COI TBP15001 4 2017 FBCval Report Shingles final odf
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 Equiv UL letter for standards for FBC 2017.pd
Sections from the Code
hqs://www:floriclabuilding.oig/pr/pr_app dtl.aspx?param=WGEVXQwtDquvosrHazCTXQ... 1/3/2018
Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 09/25/2017
Date Validated 0912712017
Date Pending FBC Approval 10/08/2017
Date Approved 12/.12/.2017
Summary of Products
FL# Model,Number or Name Description
18355.1 -glass-Seat,Elite Glass-Seal, ASTM D..3462 asphalt shingles and hip and ridge shingles
Heritage,Heritage Premium,
Heritage Woodgate,Heritage
Vintage,.Hip and Ridge,and
Vintage Hip and Ridge Shingles
Limits of Use Installation Instructions
Approved for use In HVHZ:Yes 1`1_18355 R4 11 TBPI5001.4 2017 FBC Eval Report Shingles
Approved for use outside HVHZ-,Yes nal. df
Impact Resistant.,N/A Verified By:Zachary R.Priest PE-14021
Design Pressure:N/A Created by Independent Third Party:Y6s.
Other:See evaluation report for limits of use. Evaluation Reports
FL18355,R4 AE TSP15001.4 2017 FBC Eval Report
Shingles final.yd
Created by Independent Third Party:Yes
Back Next
Contact 0 2¢01 Glair ao-ne Road,Tallahassee FL 32399 Phone;850-487-1824
The State of Florida is an WEED employer.Copyright 2007-2013 State of Florida.::Privacy Statement:;Accessibility Statement Refund Statemen
Under Horde law,email addresses are public records.If you do not want your e-mall address released in respons(k to,a public-records request,do not send
electronic mail to this entity.instead,contact the office by phone or by traditional mail.if you have any questions,please contact 850.487,1395.-Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed und&Chapter 455,F.S.must provide the Department With an email address If
they have one:The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please dick bg_r .
Product Approval Acmpts;
Credit Card
Safe
https://www.floridabuilding.org/pr/pr�_app__Otl.aspx?param=wGEVXQwtDquvosrHazGXQ... 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,-6P EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25,2017
220 West 4"'Street
Joplin, MO 64861
(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
Enti 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
chnologies(TST5878) TAP-131-02-01 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) TAP-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 6381 2008(2013)e1
PRI Consttu ction 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) 05.NK28006 ASTM D 6381 2008(2013)e1
UL 2390
ASTM D 7158 2011
UL LLC(TST9628) 06NK63898 ASTM D 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) I0CA50498 ASTM D 3462 2010A
UL LLC(T$T9628) I0CA64882 ASTM 0 3161 2016
UL LLC(TST9628) IINK14014 ASTM D 3161 2016
ASTM D 3462 2010A
UL1LC(TST9628) 12CA24651 ASTM D 3161 2016
UL LLC(TST9628) 4786110543 ASTM D 6361, 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
GREEK Technical Services LLC(ANE1 1669) TBP150'01.3 Calculations 2017
TBP15001.4 FI-18355-R4 Page I of 11
This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changeislor quality assurance changes throughout the durafflon 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
i
TECHNICAL SERVICES,LLC
PRODUCT DESCRIPTION
Elite Glass-Seal® 12-1/4"x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 34ab
(Frederick,.Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with i
Tuscaloosa) ceramic granules complying with ASTM D 3462. i
i
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 I
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass-Seal 12-1/4"k 36",ASTM D 7158, Class H self-sealing, 34ab asphalt shingle with fiberglass
(Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying
with ASTM.D 3462. Shingles shall be used in the non-HVHZ only.
r
j!jmiurn
13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
dek,., reinforced, laminated architectural asphalt shingle surfaced with mineral granules
sburg& complying with ASTM D 3462.
Hermium 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)
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 7158, Class H fiberglass reinforced,
(Phillipsburg) laminated architectural asphalt shingle 'surface_d with mineral granules complying with
ASTM D 3462.
Heritage®Woodgate 13-1/4" x 39-3/8", ASTMD 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.
Heritage0 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-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.
k
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.
•i
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 nor imply warranty,installation,recommended use,or other product attributes that are not
specifically,addressed herein.
PRODUCTS
CREEK TAMKO BUILDINGAsphalt Shingles
TEcHNICAL SERvicEs,LLC
INSTALLATION
Elite Glass-Seal@ Basic Wind Speed(Vint); M.ax. mph
(Frederick,Joplin& Basic Wind Speed(Vasa): Max. 150 mph
Tuscaloosa) Deck(HVHZ): In accordance with PBC requirements;,
& Solidly sheathed min. 19/32 in. plywood or-wood plank for
Glass-Seal new construction; Min. 16/32 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. tt
Underlayment: In accordance with'FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturers 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,.
NAILS
Nailing
7----------
Area
Ba Ete-
Figure 1. Elite Glass-Seal&GlEiss-Seal
4 Nail Pattern(Non-HVHZ only)
NAILS
Nailing -..............--•-----. ............... _................._....._- 6-718
Area
Butt Edge
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 3 of 11
r 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.
0����� TuMp�/
�.��-�J��D��8�� BUILDING— -
Asphalt Shingles �
TEcHmuCAL SEnnncEs,LLC �
`
Basic Wind Speed(Vlt): Max 194 mph �
(Dallas,Frederick,Joplin, Basic Wind Speed(Vasd): Max. 15Omph �
Phillipsburg&Tuscaloosa) Deok(HVHZ): |naccordance with F8Cn»quimmo�s,� i
,m Solidly sheathed min. 1S82in. plywood orwood plank for
Hehtage@Pmwm)um new construction, Min.. 1 in. plywood existing �
(Dallas, Frederick construction.
P�|Hpoburg&Tuscaloosa) Daok(Non-HVH��� / Cmquimman�'
� mwcp�/uuxcuvwu/ro . �
u
Solidly sheathed min. 15�2 � ' 'M h\oge�0od �e nowoon�m��on� Nn.TMGin�UGBeximUngconstruction. �
�
(Dallas&Frederick) Undedaymont: In-accordance with F8Crequirements. '
Min.slope: 21�and '
. . ~'.~- `~~' ' "° '"y""='== == = |
the manufacturer's application instructions when installing |
shingles atslopes greater than 2112. i
|netaUation(HK/HZ): Installed with G-50in. in accordance with RAG
115 and manufacturers published installation instructions.
Shingles ehuU be attached using ^6 Nail Pattern' detailed '
bn|mm '
Installation (Von'HVHZ): Installed with 5-50in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall baattached using either^4Nail
Pattern'or^ONail Pattern"detailed below.
. G
BOND
11 12-3/8
111-1
. . . / / /
Figure 3. Hwmq^gevm Heoza8muvPremium,and HeritageOVUomdgatm(Oallas)
' 4Nail Pattern (non-HVHZonly)
�
FASTENERS NAIL ZONE
/
. 5-6/8"
/
'
Figure 4. & e@)Prerniam '
6 Nail Pattern
�
�
� Top1500x pu8365-n4 Page 4 of 11
This evaluation report is provided for State of|
Technical Florida'---'---'---- -r Rule----- ^~^^~~~^~~'~^~ll'~^�`~`��`
~-^~~~'�~~� p="°°= is valid.
This�==..�/������u���������mo������ae�
specifically addressed herein.
CREE�j TAMKO BUILDING PRODUCTS ;
I� Asphalt Shingles
TECHNICAL SERVICES,LLC s
NAIL ZONE/
11STENERS;F COMii11ON BOND
T.
EXPOSURE 5 518"
11
.L i
i
1 �7- 12'+7-1/2'+7-3/$+-;1/2+7-1/2ull� �—V
Figure 5. Heritage@ Woodgate
6 Nail Pattern EEE
12-1/2"--}� ---12-1/2
is
Common Bond
FASTENERS ;
d t
:y m
.O
�W Y
39-3/8"
Figure'$. Heritage@;Heritage@ Premium,&Heritage@ Woodgate
Alternate 6 Nail Pattern
I
c
PAINT
IINE,�
7-7I8" -NAI L ZON E
6=i18" -EDGE OF
COMMON
BOND
EXPOSURE
5-51811.
E-618
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 may be 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&1620-3_ 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@)Premium Basic
sic Wind Speed(Vult): Max. 194 mph
(Frederick,) Basic Wind Speed(Vpsd): 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. 16132 in. plywood or wood plank for
new-construction;Min.7/16 in.08B existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. 'Refer to
the,manufacturers application instructions when installing
shingles at slopes greater than 21:12. ._ I
Installation(HVHZ): Installed With 5 in. exposure in'accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be aftached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5 in. 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.
NAIL ZONE/
FASTENERS COMMONBOND
51/211 EXPOSURE 5"
1
1-1 1211
Figure 8. Heritage,®Premium.(Frederick)
4 Nail Pattern(pori-HVHZ only)
NAIL ZONE/
'FASTENERS COMMON BOND
51f211 SU RE 5"
9112'4 �3+91/2a-� 111--V
Figure 9. Heritage@ Premium!
remium (Frederick)
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 6 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manuhacturer 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.SF.FMCF-S,LLC
Heritage@ Woodgate Basic Wind Speed(VW,): Max. 194 mph
(Frederick) 'Basic Wind Speed(Vasa): Max. 150 mph
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturers application instructions when installing
shingles at slopes greater than 21:12.
Installation (Non-HVHZ): Installed with 5 in. exposurei in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"13 Nail Pattern"detailed below.
NAL ZONE/
MON BOND
,#---------jFASTENER�
T
5412
EVOSURE V'
12-3/8"
Figure 10. Heritage®Woodgate(Frederick)
-4-Nail Pattern(non-HVHZ only)
NAIL ZONE!
FASTENERS COMMON BOND
T
EXPOSURE VI
9.112-� �—v
Figure 11., Heritage@)Woodgate(Frederick)
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 7 of 11
This evaluation report is provided for State of Florida product approval under Rule 6I620-3. The manufacturer shall notify CREEK
Technical Seivices,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,installpii0n,recommended use,or other-product attributes that are not
specifically addressed herein.
TAMKO BUILDING.PRODUCTS
NCREEK Asphalt Shingles
TECHNICAL SERVICES,LLC J
Heritage®Vintage® BasicWind Speed(VWt): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vasd): 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. j
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in..plywood or wood plank for f
new construction; Min.7/16 in.OSB existing construction. I
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
I requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"5 Nail
Pattem°or°6 Nail Pattern'detailed below.
4d'
ugmnt - Exposure
rmQaS Natrh
i
6" Fwtenas
— — ore
17-I M"
7
S'
E<;ure
' 41A'— —•4.1JS--F�-9.1JS' --'-41/4
I+—lo3nr—� f+----loam•—►�.
Figure 12. Heritage®Vintage®
5 Nail Pattern(non-HVHZ only)
40-
Notdf
6. ra1lR 5! Nog
171/2`
LiBq—N
TW--r�-7-Jlt--rf s-7•'JJ8'
Figure 13. Heritage®Vintage°
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 8 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
C R E F.K Asphalt Shingles
21111111111111 TecHNICAL SERVICES,LLC
Hip&Ridge Basic Wind Speed(V„it): Max.-194 mph
(Frederick&Joplin) Basic Wind Speed(Vasd): Max. 150 mph
Peck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19132 in. ply-wood or wood plank for
new construction; Min. 15/32 'in. plywood existing
construction.
Deck(Mon-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.
Direttlon of prevailing wind
Start 5-118" exposure
here—
1 I1
Start
Figure 1 here exposure
lip lip
a ner Fastener
Figure 2 " Figure 3
1/4
Figure 14. Hip&Ridge(Frederick&Joplin)
T131315001A FL18356-R4 Page 9 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 ofany-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
MCREEK Asphalt Shihgles
TECHNICAL SERVICES,LLC
Vintage®Hip&Ridge Basic Wind Speed(Vut): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vasa): Max. 150 mph
Deck(HVI-12): 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-HIVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15132 in. plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC:requirements.
Installation: installed with 5 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 vVind,
Direction of prevailing wind
Start
here—
511 exposure
Fn]
Start
here 511 exposure
Figure 1
its
stener Fastener
5-1/2"
Figure 2 Figure 3
Figure 15. Vintage(?Hip&Ridge(Phillipsburg)
TBP16001A FL18355-R4 Page 10 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is Valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES;LLC
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment shall 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) Classificationto 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 F8C, and the manufacturers
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 manufactured 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,eh Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
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2017.09.25
No 74021
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STATE OF -04'00'
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AN R X V.
Zachary R. Priest, P.E.
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....... Florida Reistration No.
'9/10NAX�C.'� % Organization No.ANE1166974021
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
TBP15001A FL18355-R4 Page 11 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.