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Application Type
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Comments
Archjved
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who cleveloped the
Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL18355-R4
Revision
2017
Approved
TAMKO Building Products, Inc.
PO Box 1404
Joplin, MO 64802
(417) 624-6644 Ext 2305
kerrLeden@tamko.com
Kerri Eden
kerrLeden@tamko.com
Kerri Eden
PO Box 1404
Joplin, MO 64802
(417) 624-6644 Ext 2305
kerri_eden@tamko.com
Roofing
Asphalt Shingles
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Zacnary R. pnest
PE.74021
UL LLC
10/18/2021
Locke Bowden P.E.
Validation Checklist - Hardcopy Received
FL18355 R4 col TBP15001.4 2017 FBC Eval Report Shingles final.r2±£
Approved Testing Lab
FL18355 R4 Eauiv .UL letter for standards for FBC 2017.Qa£
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of ProdLlcts
FL#
18355.1
Method 1 Option D
Of3|2:5|2JJT]
09|2:]|2:fJL]
10/08/2017
12/12/2017
Model, Number or Name
Glass-Seal, Elite Glass-Seal,
Heritage, Heritage Premium, Heritage
Woodgate, Heritage Vintage, Hip ancl
Ridge, and Vintage Hip and Ridge
Shingles
Limits of Use
Approved for use in HVHZ: Yes
Approved for use oLitside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: See evaluation report for limits of use.
Description
ASTM D 3462 asphalt shingles and hip and ridge shingles
Installation Instructions
EL|8355 R4 11 TBP15001.4 2017 FBC Eval Report Smng|esflulp2|f
Verified By: Zachary R. Priest PE-74021
Created by lndepenc]ent Third Party: Yes
Evaluation Reports
F.I=18355 R4 AE TBP15001.4 2017 FBC Eval Report ShinglesfjrfuQ2|f
Created by Independent Third Party: Yes
I:--`.-J i_I
QD±g uE : : 2601 BIalr Stone Road, Tellattassee FL 32399 PhoriEw 8504a7-1824
The Stlte Of Ftortda ui an AA/EEO employer. £fmltht 2007-2013 State Of Fforlda, : : Prfvac\r Statement ; : Accedt)Hltv Statement : : Ref`-nd Statetnant
under Florida law, emait addresses are publie records lf you do riot want your e-mail address released ln resconse to a publlc-records request, do not send electronie
mail to this entity. Instead, contact the office by phone or by traditional maH. If you ha\re any questions, please contact 850.487.1395. *Pursuant to Section 455.275(I),
Florida Statutes, effective october 1, 2012, licensees llcensed iinder Chapter 455, F.S. must pro\ride the Department with an email address if they have one. The ernats
provtded rrray be used for official communlcatlon with the lieensee. However email addresses are public record. If you do not wlsh to Supply a Personal address, Please
provide the Department wlth an emaw acldress whicli can be made avahable to the publicn To determine lf you are a licensee under Chapter 455, F.S., please click ±s±.
Product Approval Accepts:
EE E EEE E EE
Cretli+ CF,rd
Safe
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
TECHNfcAL SERVICE:§9 LLC /813) 480-3421
EVALUATION REPORT FLORIDA BUILDING CODE, 6TH EDITION (2017)
Manufacturer:TAMKO BUILDING PRODUCTS
220 West 4th Street
Joplin, MO 64801
(417) 624-6644
Manufacturing plants: Joplin, MO
Phillipsburg, KS
Frederick, MD
Dallas, TX
Tuscaloosa, AL
Quality Assurance:
ScOpE
UL LLC (QUA9625)
Issued September 25, 2017
Category:
Subcategory:
Code Sections:
Properties:
REFERENCES
ROofing
Asphalt Shingles
1504.1.1,1507.2.5,1507.2.7.1,1523.6.5.1
Physical properties, Wind Resistance, Wind Driven Rain
EQfty
PRI Construction Materials
PRI Construction Materials
PRI Construction Materials
PRI Construction Materials
PRI Construction Materials
PRI Construction Materials
PRI Construction Materials
PRI Construction Materials
PRI Cc>nstruction Materials
PRI Construction Materials
PRI Construction Materials
PRI Construction Materials
PRI Construction Materials
PRI Construction Materials
UL LLC (TST9628)
UL LLC (TST9628)
UL LLC (TST9628)
Technologies (TST5878)
Technologies (TST5878)
Technologies (TST5878)
Technologies (TST5878)
Technologies (TST5878)
Technologies (TST5878)
Technologies (TST5878)
Technologies (TST5878)
Technologies (TST5878)
Technologies (TST5878)
Technologies (TST5878)
Technologies (TST5878)
Technologies (TST5878)
Technologies (TST5878)
UL LLC (TST9628)
UL LLC (TST9628)
uL LLC (TST9628)
UL LLC (TST9628)
UL LLC (TST9628)
UL LLC (TST9628)
UL LLC (TST9628)
UL LLC (TST9628)
UL LLC (TST9628)
UL LLC (TST9628)
CREEK Technical Services LLC (ANE11669)
TBP15001.4
Report No.
TAP-043-02-01
TAP-051-02-01
TAP-054-02-01
TAP-1 14-02-01
TAP-117-02-01
TAP-130-02-01
TAP-131-02-01
TAP-165-02-01
TAP-280-02-01
TAP-303-02-01
TAP-307-02-01
TAP-314-02-01 Rev 2
TAp-3i5co2roi
TAP-317-02-01
02NK9507
04NK24366
05NK28006
06NK03898
08CA59132
09NK07896
10CA50498
10CA64882
11 NK14014
12CA24551
4786110543
4787043752
4787148748
TBP15001.3
FL18355-R4
Standard
TAS 1 00
TAS 100
TAS 100
TAS 100
TAS 100
TAS 100
TAS 100
TAS 100
TAS 100
TAS 100
TAS 100
TAS 1 00
Yeari39
1995
1995
1995
ASTM D 6381 2008(2013)el
TAS 100 1995
ASTM D 3161 2016
ASTM D 3462 2010A
ASTM D 6381 2008(2013)el
UL 2390
ASTM D 7158 2011
ASTM D 3161 2016
ASTM D 3462 2010A
ASTM D 3161 2016
ASTM D 3161 2016
ASTM D 3462 2010A
ASTM D 3462 2010A
ASTM D 3161 2016
ASTM D 3161 2016
ASTM D 3462 2010A
ASTM D 3161 2016
ASTM D 6381 2008(2013)el
ASTM D 3161 2016
ASTM D 7158 2011
ASTM D 3161 2016
ASTM D 3462 2010A
Calculations 2017
Page 1 of 1 1
This evaluation report is provlded for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC Of any procluct 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.
GF3EEK
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Elite Glass-Seal®
(Frederick, Joplin &
Tuscaloosa)
class-Seal
(Frederick &Tuscaloosa)
Glass-Seal
(JOpljn)
Heritage®
(Dallas, Frederick,
Joplin, Phillipsburg &
Tuscaloosa)
Heritage® Premium
(Dallas, Frederick,
Phillipsburg &
Tuscaloosa)
Heritage® Premium
(Frederick)
Heritage® Vi ntage®
(Phillipsburg)
Heritage® Woodgate
(Dallas & Frederick)
Heritage® Woodgate
(Frederick)
Hip and Ridge Shingles
(Frederick & Joplin)
Vintage® Hip and Ridge
(Phillipsburg)
TBP15001.4
12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
ceramic granules complying with ASTM D 3462.
12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
ceramic granules complying with ASTM D 3462.
12-1/4" x 36", ASTM D 7158, class H self-sealing, 3-tab asphalt shingle with fiberglass
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.
13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
12'' x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
17-1/2" x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
12" x 36-3/8", ASTM D 3161, class F fiberglass reinforced, laminated architectural
asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles
shall be used in the non-HVHZ only.
12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt
shingle surfaced with mineral granules complying with ASTM D 3462.
12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
surfaced with mineral granules complying with ASTM D 3462.
FL18355-R4 Page 2 Of 1 1
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 i§ valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
GEEEEK
TE:CHNICAL SERVICES` LLC
INSTALLATION
TAMKO BulLDING PRODUCTS
Asphalt Sliingles
Elite Glass-Seal®
(Frederick, Joplin &
Tuscaloosa)
&
Glass-Seal
(Frederick, Joplin (Non-
HVHZ) & Tuscaloosa)
ELafno
Nailing
AJeha
TBP15001.4
Basic Wind Speed (Vult):
Basic Wind Speed (Vasd):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Max.194 mph
Max. 150 mph
ln accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min.15/32 in. plywood or wood plank for
now construction: Min. 7/16 in. OSB existing construction.
In accordance with FBC reqilirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21 :12.
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.
RAILS
\.Butt Ede
Figure 1. Elite Glass-Seal & Glass-Seal
4 Nail Pattern (Non-HVHZ only)
NAILS
\\
Butt Edge
Figure 2. Elite Glass-Seal & Glass-Seal
6 Nail Pattern
FL18355-R4 Page 3 Of 1 1
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer Shall notfty CREEK
Technical Services, LLC of any product changes or quality assurance changeg 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.
GREEK
TECHNICAL SE:RV!CE:S., LLC
Heritage® Basic wind speed (Vuit):
(Dallas, Frederick, Joplin, Basicwind speed (Vasd):
Phillipsburg & Tuscaloosa) Deck (HVHZ):
&
Heritage® Premi urn
(Dallas, Frederick
Phillipsburg & Tuscaloosa) Deck (Non-HVHZ):
&
Heritage® Woodgate
(Dallas & Frederick)Underlayment:
Min. slope:
Installation (HVHZ):
TAMK0 BulLDING PRODUCTS
Asphalt Shingles
Max.194 mph
Max.150 mph
ln accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new Construction; Min. 15/32 in. plywood existing
construction.
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.
In accordance with FBC requirements.
2:12 ancl in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21 :12.
Installed with 5-5/8 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-5/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
1!!+I L 12-1/2"+ 12-3/8" +.12-1/2"+I +Ill
Figure 3. Heritage®, Heritage® Premium, and Heritage® Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
TBP15001.4 FL18355.R4 Page 4 of 1 1
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.
GEEEEK
TECHNICAL SERVICES, LLC
TAMKO BUILDING PRODUCTS
Asphalt Shlnglos
i::.I I.p-i#.tr7.it2itren'+I+7-i&]i.I+7-i#][.I L i "
Figure 5. Heritage® Woodgate
6 Nail Pattern
+11"11"+.I ----- 12-" ---. ; !<-- -12-1/2"`---'~` >il";1"l<
1/`
FASTENEF}S•,,\`,,\•,\`1
rlHH
E] Common Bond
Figure 6. Heritage®, Heritage® Premium, & Heritage® Woodgate
Alternate 6 Nail Patl:ern
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 1 1
This evaluation report ls provided for State Of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quallty assurance changes throilghout the duration for which this report i8 valid.
This evaluation report does not express nor imply wamanty, lnstallatlon, recommended use, or other product attributes that are not
specifically addressed hereln.
GEREEK
TE:CHN!CAL SERVICES, LLC
Heritage® Premium Basic wind speed (Vuit):
(Frederick) Basic wind speed (Vasd):
Deck (HVHZ):
Deck (Nan-HVHZ):
underlayment:
Min. slope:
Installation (HVHZ):
TAMKO BUILDING PRODUCTS
Asplialt Shingles
Max.194 mph
Max.150 mph
ln acx=ordance with FBC requirements:
Solidly sheathed min.19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
In accorclance with FBC requirements;
Solidly sheathed min.15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21 :12. .
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.
1"-+I I-11"+-12" +-11']-I I+1'[
Figure 8. Heritage® Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
Figure 9. Heritage® Premium (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 manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report ls valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CE3EEK
TECHNicAL SEFav!cEs, LLC
Heritage® Woodgate Basic wind speed (Vuit):
(Frederick) Basic wind speed ova§d):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
TAMKO BulLDING PRODUCTS
Asphalt Shingles
Max.194 mph
Max.150 mph
ln accordance with FBC requirements;
Solidly sheathed min.15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements,
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
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
NAIL ZONE/
COMMON BOND
ili+ + 11" +12-3/a"+- 11" +.1 I+1"
Figure 10. Heritage® Woodgate (Frederick)
4 Nail Pattern (non-HVHZ only)
1"I+I I+ g-1/2"++gdi"Ill+31I.I+ g1&" I+1 I-ill
Figure 11. Heritage® Woodgate (Frederick)
6 Nail Pattern
NAIL ION E/
comMON BOND
#i:te5l#::onreportisprovldedfo;Sti.ie-diFtoderdEL:#fo9+vipfffi5TRfro-6-fe-fo-b-..-I-ffi-in-a-A-\;fry-ct-u-ro|iFTal-#°c7R:;:
FLi83se.R4
Technical Services, lLC of any product changes or quallty assurance changes throughout the duration for which this report ls valid,
Thls evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
speclfically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Heritage® Vintage® Basic wind speed (Vult):
(Phillipsburg) Basic wind speed (Vasd):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
TAMKO BUILDING PRODUCTS
Asplialt Shingles
Max.194 mph
Max.150 mph
ln accordance with FBC requirements:
Solidly sheathecl min.19/32 in. plywood or wood plank for
new construction: Min. 15/32 in. plywood existing
construction.
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.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21 :12.
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.
L'o".+L'o..ut.+
Figure 12. Heritage® Vintage®
5 Nail Pattern (nan-HVHZ only)
L,.±H
Heritage® Vintage®
F±#-+
Figure 13.
TBP15001.4
6 Nail Pattern
FL18355-R4 Page 8 of 1 1
Rule 61G20-3. The manufacturer sh81l notfty CREEK
Technical Service;, 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 attribiltes that are not
specifically addressed herein.
Tr`ls evaluation report {s providecl for State of Florlda product approval under
CREEK
TECHNICAL SERVICES, LLC
Hip & Ridge Basic wind speed (Vuit):
(Frederick & Joplin) Basic wind speed (Vasd):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope..
Installation:
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max.194 mph
Max.150 mph
ln accordance with FBC requirements;
Solidly sheathed min.19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
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.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements.
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.
Directjo{Efprevalllngwlnd
Figure 1
Figure 2
Figure 14. Hip & Ridge {Frederick & Joplin)
###oh'rebert'iep"dedfor§rit6-'dfrfu-predTch:-La±#whRfch-erRule6iG2ou,Thorn-an--lFriJ-+.[Sp+fun¥.#
FLia355-F`4
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for whlch this report ls valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attrlbutes that are not
speclfically addressed herein.
GREEK
TECHNICAL SEFivICES` LLC
Vintage® Hip & Ridge Basic wind speed ovuit):
(Phillipsburg) Basic wind speed (Vasd):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation:
TAMKO BulLDING PRODUCTS
Asphalt Shingles
Max.194 mph
Max.150 mph
ln accordance with FBC requirements;
Solidly sheathed min.19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
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,
ln accordance with FBC requirements.
2:12 and in accc)rdance with FBC requirements.
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.
Direetlojrfprevailingwind
Figure 1
Figure 2 1/4,,Figure 3
Figure 15. Vintage® Hip & Ridge (Phillipsburg)
T#difr;;;-is-.;fany,ded'for§titeofPlorLdepredu:L#¥vip4undorRuio8iGae'-5-iFlffi=try-reTJhiFT#ii\FL18355-R4
Technical Services, LLC of any product changes or qualfty assurance changes throiighout the duratlon for which this report ls valid.
This evaluation report does not express nor imply warranty` installation, recommended use, or other procluct attributes that are not
specifically addressed herein.
) _ -\'GEREEK
TE:CHNicAL SEFEV!CES` LLC
LIMITATIONS
TAMKO BulLDING PRODUCTS
itsphalt Shingles
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) Classification to ASTM D 7158 applies to exposure a & 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. AIl 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 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 manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
COMPLIANCE STATEMENT
:::e:r8guEC::ti::a('2uoai;iahse:eJ,ndebnyc:::::hryeFefeprr:::t;dpd:cuh::ent8esT8#r::egyct:::I:amn::#::utfhaect:i:rr'.daBu''d'ng
=*..=:*
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CERTIFICATION OF INDEPENDENCE
2017,09.25
11 :31 :41
-04'00'
Zachary R, Priest, P.E.
Florida Registration No. 74021
Organization No. ANE11669
CREEK Technical Services. LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
prodiicts under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distribiiting 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 0F REPORT
TBP1§001`4 FL18355-R4 Page 11 of 1 1
This evaluation report ls 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 ls valid.
This evaluation report does not express nor imply warranty, Installation, recommended iise, or other product attributes that are not
specifically addressed herein.