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RECEIVE®
FL# F.1-18.355-114
Application Type Revision FEB 2 2099
Code Version 2017
Application Status Approved
ST. Lucie countyr Permitting
Comments
Archived C7
i Product Manufacturer TAMKO Building Products,Inc.
Address/Phone/Email PO Box 1464
I Joplin,MO 64802
j (417)624-6644 Ext 2305
kerri_eden@tamko.com
Authorized Signature Kerri Eden
d kerri_eden@tamko.com
,I Technical Representative Kerr[Eden
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kerri_eden@tamkci.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
Florida Engineer or Architect Name who developed Zachary R.Priest
the Evaluation Report
Florida License PE-74021
Uj Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 01/07/2019
Validated By Locke Bowden
G Validation Checklist-Hardcopy Received
UCertificate of Independence FLIB355 R4 COI TBP15001 4 2017 FBC Eval Report Shingles final odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D3161 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.pd
Sections from the Code
haps://www:floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWWquvosrHazGXQ... 1/3/2018
Florida Building Code Online 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 12/12/2017
Summary of Products
FL# Model,Number or Name Description
18355.1 . Glass-Seal,Elite Glass-Sea[, 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 TBP15001.4 2017 FBC Eval Report Shingles
Approved for use outside HVHZ:Yes final.pdf
Impact Resistant,N/A Verffled'By:Zachary R.Priest PE-74021
Design pressure:N/A Created by Independent Third Patty:Yes
Other:See evaluation report for limits of use. EvaluAti6n Reports
FM355 R4 AE TBP15 01.4 2017 FBC Eval Report
Shingles flnal.r)d
Created by Independent Third Party:Yes
Har--I K"�
xf
Contact :2601 Blair Stone Road.Tallahassee FIL 37399 Phone:850-487-182
The State of Florida Is an AAfEEO employer.Cody0gilt 2007-2013 Stale Refund-te of Florida.-.:Privacy 5 At cessi ft bil Statement:::Pi nd 5&9=en
Under Florida law,email addresses are public records.lf,you do not want your e-mall address -records request,do not send
ye .rele sed In response to a public
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If 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,P.S.must provide the Department with an email address If
they have one.The emallts 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 On be made available to the public.To determine it you are a licensee under
Chapter 455,F.S.,please dick ligm.
Product Approval Accepts:
I W
ME Aftj
Credit Card
Safe
https://www.floridabuilding-or-g/pr/pr_app_4tl.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,e EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25,2017
220 West 4u'Street
Joplin,MO 64801
(417)624-6644
Manufacturing,Plants: Joplin, MO
Phillipsburg,KS
Fredetick, MD
Dallas,TX
Tuscaloosa,AL
Quality Assurance: UL LLC(QUA9625)
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1504.1:1,1507.2.5, 15072 7 1, 1523.6.5.1
Properties: Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES
E1221t, Report No. Standard Year
PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 1995
PRI Construction Materials Technologiles.(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 1965
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-131702-01 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 Cbnstrucrion.Materials Technologies(TST5878). TAP-303-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-307-02=01 TAS 100 1995
PRI ConMnAction MatOrials,Technologies(TST6878) 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 Construction Materials Technologies(TST6878) TAP-317-02-01 TAS 100 1995
UL LLC(TST9628) 02NK9507 ASTM'D 3161 2016
UL CLC(TST9628) 04NK24366 ASTM D 3462 2010A
UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)e1
UL 2390
ASTM D 7158 2011
.UL LLC,(rST9628) 06NK03898 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) IOCA50498 ASTM D 3462 2610A
UL LLC(TST9628)
10CA64882 ASTM D 3161 2016
UL LLC(TST9628) I I NK14014 ASTM D 3161
2016
ASTM D 3462 2010A
UL LLC(T§T9628) 12CA24551 ASTM D 3161 2016
UL LLC(TST9628) 478611 O543 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 1)3462 2010A
GREEK Technical Services LLC(ANE1 1669) TBP15001.3 Calculations 2017
TBP15001.4 FL18355-R4 Page I of 11
This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shWI—Inotify 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 I
Asphalt Shingles
TECHNICAL SERVICES,LLC
r
f
PRODUCT DESCRIPTION
Elite GlassSeal® 12-1/4"x 36",.ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Fredericka Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462. 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
Tuscaloosa) ceramic granules complying with ASTM D 3462.
3
Glass-Seal 12-1/4"x 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:Heritage@ 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
'(PWAs;Zf6dec1i;k, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Joplih;;Pht1li0sbgrg-& complying with ASTM D 3462.
~111uscardosa) II
Heritage®Premium 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D, 7158, Class H fiberglass 1
(Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Phillipsburg& complying with ASTM D 3462.
Tuscaloosa)
Heritage®Premium 12" x 3.6", 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 surfaced with mineral granules complying with
ASTM D 3462.
Heritage®Woodgate 13-114" 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 36-3/8", 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.
i
t 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 Flodda product approval under Rule 61G2073. 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
INSTALLATION
Elite Glass-Seal® Basic Wind Speed(Vlt): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed(Vwd)! Max. 150,mph
Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;,
& Solidly she6thed.min. 19/32 in. plywood or wood plank for
Glass-Seal now '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
Underlayment:
new construction;Min.7/16 in.08B existing construction.
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 Nall Pattern' detailed
below.
Installation (Non-HVHZ): Installed with 5-1/84nch exposure in accordance with FBC
requirements and manufacturees published installation
instructions. Shingles shall be attached using,either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAILS
Nailing'-:-; ------------- ......
Area
�Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nall Pattern (Non-HVHZ-only)
NAILS
Nailing"-=' B-7/8
..... ................
Area
T_15-1/8
Butt Edge
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern
TBP15001.4 FL18355-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 hot express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
����� TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL.SERVICES,LLC
Heritage& Basic Wind Speed(V„it): Max. 194 mph
(Dallas, Frederick,Joplin, Basic Wind Speed(Vasa): Max. 150 mph
Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with.FBC requirements; t
& 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.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's'application .instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ): Installed with 5-5/8 in. exposure,in accordance with RAS
115 and manufacturers published installation instructions. i
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 NAI L ZON E
COM MON
BOND
EXPOSURE 5-6/8"
12-112"--► - 12-318" - - 12412"-►I r-1"
Figure 3. Heritage®,Heritage®Premium,and Heritage®Woodgate(Dallas)
4 Nail Pattern(cion-HVHZ only)
FASTENERS NAIL ZONE
VCOMMON
BOND
6-1 EXPOSURE 3-6/8"
i--►I �1-7=1/2-�-7-112 -�-7-3/8`�I-7-i/2 -►h-7-i/2'-►� �-
Figure 4. Heritage®&Heritage®Premium
6 Nail Pattern
TBP15001.4 FI-18355-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 changesthroughaut 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.
L M9
TAMKO BUILDING PRODUCTS
110111111 Ll. Asphalt Shingles i
TECHNICAL SERVICES,LLC
1
NAIL ZONE/
ASTENERS COMMON BOND
c
EXPOSURE 5 518"
+ i
i
�" �7-"i/2`:►F-?-1f2`!�►�1-7-3/$=>�i 7'•'t/2W�F7-'172 �1—�" j
Figure 6. Heritage@ Woodgate
6 Nail Pattern
i
I�
'If'ii"ii 12-112" --�i ,<— 12-ii2"---►;i"�1'�<- 1
Common Bond
FASTENERS i
r
EL [I (b
ro �
T
39-318" _
( Figure 6. Heritageg,Herltage@ Premium,&Heritage®Woodgate
Alternate,6 Nail Pattern
i
PAINT
LINE
_I-NAIL.ZONE
6-1l8" =EDGE OF.
COMMON
BOND
EXPOSURE
ACCEPTABLE.
FASTENER LOCATION
i DO NOT FASTEN
ALONGIEDGE OF
-- -- C.OMMONBOND
PREFERRED
.FASTENER
LOCATION
Figure 7. Heritage®(Tuscaloosa)
I 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 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
'110- CREEK Asphalt Shingles
TEctiNICAL SERVICF-S,LLC
'HeritageO Premium Basic Wind Speed(Vuj0- Max. 194 mph
(Frederick) Basic Wind Speed(Vasa): 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.
Underlaymeni: In ac'cordaince 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 in. exposure in,accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shalt. 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(
FASTENERSI BOND
V OMMON
-T
EXPOSURE 511
La R
111.-� IV 1211
J Figure 8. Heritage®Premium(Frederick)
4 Nail Pattern(non-HVHZ only)
NAIL ZONE!
FASTENERS,% V COM MON BOND
51/211 EXPOSURE 5"
I
9 ff—+-3+91/2g-�
Figure 9. Heritage®Premium (Frederick),
6 Nail Pattern
TBP16001-4 FL18355-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,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
PROM
� CREEK Asphalt Shingles
TECHNICAL SERVICES,LLC
HeritageV Woodgate Basic Wind Speed(Vat): Max. 194 mph
(Frederick) Basic Wind Speed(Vasd): Max. 150 mph
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15132.in. plywood or wood plank for
new.construction; Min.7/16 in.0S13 existing construction.
Underlayment: In accordance with FBGrequirements.
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-HVI-14: Installed with 5 in, exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattem"or"6 Nail Pattern"detailed below.
NAL ZONE/
FASTENERS COMMON BOND
ZT
'F I I
EXPOSUREV
+
Figure 10. Heritage@ Woodgate(Frederick)
4 Nail Pattern(non-HVHZ only)
NAIL ZONEI
i=ASTENERS COMMON BOND
t
r t
jE9XP08URE5'1
Figure 11. Heritage@Woodgate(Frederick)
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 7 of II
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 SF-RVICF-S,LLC
Heritage@ Vintage(@ Basic Wind Speed(V,,It): Max. 194 mph
(Phillipsburg) Basic Wind,Speed(Vasa): Max. 150 mph
Deck(HVH4-' 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,71161n.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.1,15
and manufacturers 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.
40'
r
Exposure
I I
Adm., 'Mtch,
g. Fasteass
re
— —— — — —— — —— — #— — — —
—Ts.
Exposufe
41x1 A1Ai ........91 t
Figure 12. Heritage@ Vintage®
6'Nail Pattern(non' -HVHZ only)
Notch
TjZone
— — — - - — — —— - - — - -—
x 7316'LJ
1—i L
4A _Vr
Figure 13. Heritage(g)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 G20r3. 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
Hip&Ridge Basic Wind Speed(Vlt): Max. 194 mph
(Frederick&Joplin) 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. 15132 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min.7116.in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2.12 and in accordance with FBC requirements.
Installation: Installed with 5-11.8 inch exposure in accordance,with the
FBC and manufacturers published installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing wind,
Start 5-1/8" exposure
here—
Start
Figure 1 here SAN'exposure
SA lit
Fastener
_F�a-Ltener
Figure 2 Figure s114"
Figure 14. Hip 8i Ridge(Frederick&Joplin)
TBP15001.4 FL18355-R4 Page 9 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.
PRODUCTS
CREEK TAMKO BUILDINGAsphalt Shingles
TE:cHNICAL SERVICES,LLC
Vintage®Hip&Ridge Basic Wind Speed(Vut): Max. 194 mph
(Phillipsburg) Basic Wind Speed
(Vase}: 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'acco'rdance with FBCre' quirements.
Installation: Installed with 5'inch exposure in accordance with the FBC
-and manufacturers published installation instructions. The
-direction of the, exposed end. shall be away from the
prevailing wind.
Direction of prevailing,wind
Start 511 exposure
here—
MStart
here ,
511 exposure
Figure 1
Fastener Fastener
-1/211
Figure 2 I/41 Figure 3
Figure IS. Vintage®Hip&Ridge(Phillipsburg)
TBP15001.4 FL18355-R4 Page 10 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
ges or quality assurance changes throughout the duration for which this report isvalid.
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) File 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 fbr.components.and cladding and in accordance with FBC requirements,
3) The moan roof height shall be restricted to 8 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 debft All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
6) Shingles shall be'Installed-startingat 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'instructioris. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevall.
8) All 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,6th Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
,01111 a 11111 11
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No 740'21
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STATE OF
4 0 R t Zachary R. Priest, P.E.
Florida Registration No.74021
ONAI- Organization No.ANEI 1669
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
under this evaluation: in any company manufacturing or distributing products
Zachary R.Priest,P.E.does not have,hot 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 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.