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FL18355-114-
Application
L18355-R4-APPlication Type '
Revision
Code Version 2017
Application Status Approved
Comments
Archived L
Product Manufacturer TAMKO Building Products,Inc.
Address/Phone/Email PO Box 1404'
Joplin,MO 64802
(417)624-6644 Ext 2305 001
kerri_eden@tamko.com
RE r�FO R
Authorized Signature Kerri Eden CODE COMPLIANCE
kerri_eden@tamko.co
ST. LUCIE COUNTY
Technical Representative Kerr!Eden '
Address/Phone/Email . PO Box 1404 B®CC
Joplin, MO 64802
(417)624-6644 Ext 2305
kerrLeden@tamko.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
0
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
i-�; Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Zachary R.Priest
Evaluation Report
Florida License PE-74021
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/18/2021
Validated By Locke Bowden P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL18355-R4 COI TBP15001.4 2017 FBC Eval Report Shingles fin Lad
Referenced Standard and Year(of Standard) Standard Year
ASTM D 3161 2416
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 pdf
httpsJ/flaridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgwosrHazGXQW83MPT3uofl(zD1M2Xu9wuWmY6PQIJlukQ%3d%3d 112
Certificate of Authorization No.29824
17520 EcWiUfghbf
-mom,
Taffi0a, FL 33647
TECHNICAL SERivicFs, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE, Epipm(20117)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25, 2017
220 West 0 Street
Joplin,MO 64801
(417)624-6644
Manufacturing Plants: Joplin,MO
Phillipsburg,KS
Frederick,MD
Dallas,TX
Tuscaloosa,AL
Quality Assurance: UL LLC(QUA9625)
SCOPE
Category: Roofing
Subcategory. Asphalt Shingles
Code Sections: 1504.1.1,1507.2.5, 1507.2.7.1, 1523.6.5.1
Piropertles: Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES
Entity Report No. Standard Year
PRI Construction Materials Technologies(TST5878) TAP-043m02-01 TAS 100 1995
PRI Construction Materials Technologies(17ST5878) 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-1 17-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1995
PRI Construction Materials Technologies(rST5878) 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 To-chnologles(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)el
PRI Construction Materials Technologies(TST5878) TAP-317-*2-01 TAS 100 1995
UL LLC(TST9628) 02NK9507 ASTM D 3161 2016
UL LLC(TST9628) 04NK24366 ASTM D 3462 2010A
UL LLC(TST9628) 05NK28006 ASTM b 6381 2008(2013)el
UL 2390
ASTM D 7158 2011
UL LLC(TST9628) 06NK03898 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 08CA69132 ASTM D 3161 2016
UL LLC(TST9628) 09NK07896 ASTM D 3161 2016
ASTM 0 3462 2010A
UL LLC(TST9628) IOCAS0498 ASTM D 3462 2010A
UL LLC(TST9628) IOCA64882 ASTM D 3161 2016
UL LLC(TST9628) 11NK14014 ASTM 0 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(ANEI 1669) T81215001.3 Calculations 2017
,TBP-16001.4--, . - Ft-18355-R4 Page I of 11
This evaluation-report Is provided for State of Florida product approval under Rule IBIG20=3.-The manufacturer shalt 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
11CREEK Asphalt Shingle s
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
Elite Glass4eal@) 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 1)3462. 1
Glass-Seal 12-1/4"x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-ta�
I
(Frederick& asphalt shingle with fiberglass'mat coated on both sides with asphalt and surfaced with
'plying i
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass-Seal 12-1/4'x 36",ASTM D 7158, Class H self-sealing,3-tab asphalt shingle with fiberglassi
(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
Heritage@ 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
Joplin,Phillipsburg& complying with ASTM D 3462.
Tuscaloosa)
Heritage®Premium 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
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)1
(Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying W1
ASTM D 3462.
Herltage@ 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.
HeritageS 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 granule
complying with ASTM D 3462.
Herltage6 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.
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.
3BP.-15001.4 FL18355-R4 Page 2of 11
This evaluation report is prdvid6d 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
CREEK Asphalt Shingles
— i
TECHNICAL SERvims,LLC
INSTALLATION
Elite Glass-Seal® Basic Wind Speed(Vw : Max. 194 mph
(Frederick,Joplin& Basic Wind Speed(Vasd): 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. 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
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 eitheC4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAILS
Nailing'
AM
Butt Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern (Non-HVHZ only)
NAILS
Nailing
............
AM
Butt Edge
Figure 2. Elite Glass-Seal&Glass-Seal
6 Neill Pattern
TBP15001.4 - FL18355-R4 Page 3 of 11
This evaluation report Is provided for State of Florida product approval under Rule 81G20-3: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.
CREETAIVIKO BUILDING PRODUCTS
K
As Shingles
,
TECHNICAL 5ERv[cES,LLC
Heritage@: Basic Wind Speed(Vwt): Max. 194 mph
(Dallas,Frederick,Joplin, Basic Wind Speed(Vesd): Max.150 mph
Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 19/32 in. plywood or wood plank f6i
HerltageO Premium new construction; Min. 15/32 in. plywood existing
(Dallas,Frederick construction:�
Phillipsburg&Tuscaloosa) Deck(Ndn-HVHZ): In accordance with FBC requirements;
wood plank for,
& Solidly sheathed min. 15/32 in. plywood or 1 N
Hedtage@ Woodgate new construction;Min.7/16 in.OSB existing construction.
(Dallas&Frederick) Undedayment: 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. 1
Installation(HVHZ): Installed with 5-5/8 in. exposure in accordance with RAS
115 and manufacturers published installation instructions.
Shingles shall be attached using "6 Nail Pattem' detailed
below. 11
Installation (Non-HVHZ): Installed with 5-5/8 in. exposure in accordance with FB6,
requirements and manufacturer's published installatioln
instructions. Shingles shall be attached using either"4 N4
Pattern"or"6 Nail Pattern"detailed below.
FASTENERS
NAIL ZONE
/COMMON
BOND
;EXPOSURE 6-6/811
t
'
4h
12-112". 12-31811 12-1/2""-►�_ �I-1��
*
Figure 3. HeritageO,Heritage®Premium,and HeritageO Woodgate(Dallas)
4 Nail Pattern(non-HVHZ only)
NAIL ZONE
FASTENEAS'
7 Z /COMMON
BOND
m
6 110, EE.P�URE 5-6/8"
74V T-W-+-7A'/2"
Figure 4. Heritage@& Herltage6 Premium
6 Nail Pattern
7BP15001.4 FL18355-R4 Page 4 of 11
This'evalua-tion-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 Sjhinglps
TECHNICAL.SERVICEs,LLC
iL 2i?N
ASTENERS - CQNiiUI
ON Bsl?N,h3'
14 - _
l(PtISUfits "
Figtire'5. Heritage®Woodgate
6 Nail Pattern
-►�i"�1°� 12-i/2°i: �•r--12-1I2"�-`r '•-
® Common Bond
_ FASTENERS
Rh' P.-
r
�}yjyy iQ
- - - _ - --
74-
Figure 6. Heritage®, Heritage@)Premium,&Heritage@ Woodgate
Alternate 6 Nail Pattern
PANT
LINE . Ali �
.-4-wL zoNE
-118° {,
'`�' - DOE 0F.:
`CUMMON
- - 'BOND
EXPOSURE
-
.-ACCEPTABLE.
FASTENER LOCATION
DO-NOT FASTEN
'ALONG:EDGE.OF
COMMON`BOND
'PREFERRED
FASTENER
LOCATION
Figure 7. Heritage®(Tuscaloosa)
. Expanded Nall Zone
Nall patterns from Figures 3,4,and 6 may be placed in the nail zone as described above
17pel5001.4 --_ - .. FI-18355-R4 _ -- - .Page 5 of 11
This evaluation report Is provided for Skate 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
Heritage®Premium Basic Wind Speed(V„la: Max. 194 mph
(Frederick) Basic Wind Speed(Vew): 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.
Undedayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12. .
Installation(HVHZ): Installed with 5 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed,
below.
Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. 'Shingles shall be attached using either°4 Nail
Pattern"or"6,Nail Pattern"detailed below.
_ _-- -:-- NAIL ZONE!
FASTENERS = rt COMMON BOND
5112° EVOSURE 5"
Figure 8. Heritage@ Premium(Frederick)
4 Nail Pattem(non-HVHZ only)
----= NAIL ZONE/
,FASTENER-S-" COMMON BOND
i
512 EXPC?$URE 5"
9"---+-3+91/2 1114-1 If
Figure 9. Heritage®Premium (Frederick)
6 Nail Pattern
381315001.4 FL18355,-R4 Pa9 e 6 of 11'
This evaluation report is provided for State of Florida product approval under Rule 61G20�3 -Tt a 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.
CRf� j�= j,� TAMKO BUILDING PRODUCTS
,EE E Asphalt Shingles
TF-ckmCAL SERVICES,LLC
HeritageO Woodgate Basic Wind Speed(Vali): Max. 194 mph
(Frederick) Basic Wind Speed(%,Q: 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.7116 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer td�
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/
COMMONBOND
._..- .::FASTENERS;
5-1I2n EXPOSURE V
Figure 10. Heritage@ Woodgate(Frederick)
4 Nail Pattern(non-HVHZ only)
NAILZONEI
FW COMMON BOND
5.112' ERS-
9-112
m �
'1��-1� �+4' 9-1/2 -�!!�43 `9-318.--�+R�.3'�4i1-� .� �1 -
Figure 11. (Heritage@ Woodgate(Frederick)
6 Nail Pattern
TBP15001.4 FL18355-R4 .- =v, Page 7 of 11
'This evaluation report is pioklded for State of Florida product approval under Rule 61GW-3. 'fhe-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.
GD TAMKO BUILDING PRODUCTS
RE E i�j 1 Asphalt Shingles
' TECHNICAL SERVICES,LLC
Heritage®Vintage® Basic Wind Speed(V,t): Max. 194=mph
(Phillipsburg) Basic Wind Speed(V w): Max.150 mph
Deck(HVHZ): 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. 15132 in. plywood or wood plank for
new construction;Min.7116 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance.with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ): Installed with ',5 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions:
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed withll 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.
rkpowre
`.Notrti
8' Fastenes.-
- - r iii
e. �tl — 4. -- - - .- - - - ♦ - -' __ I OIL
BCpsUfe
I!41K 41AL`�AIM•-=–M�--41M�..` -_ ,:
1/
-la3M'� �tp2t4•--�,
Figure 12. Heritage@ Vintage®
5 Nail Pattern (non-HVHZ only)
6• !� - -11�eteR_. = III .
Figure 13. Heritage®Vintage®
6 Nail Pattem
313P15001.4. FL18355-R4 Page 8 of 11
'This evaluation reportis provided for Stale 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 Asphvft ShingL9s
@!
TECHNICAL SERVICES,LLC
Hip&Ridge Basic Wind Speed(Vun): Max. 194 mph
(Frederick&Joplin) Basic Wind Speed(Vasil): Max. 150 mph
Deck(HVHZ): In accordance,with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 In. plywood or wood plank for
new construction; Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements.
Installation: Installed,with 5-1/8 inch exposure in accordance with the
FBC and manufacturers published installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing wind
Start5-1/80,exposure
Stott
hem
Figure-1 5-1 11 exposure
SA
' Fastener
stoner
Fastener
Big
Figure 2 Figure 3
Figure 14. Hip&Ridge(Frederick&Joplin)
TBR-15001.4 FL18355-R4 Pagq.9 of 11.
This eve-W-ation're-po'rt is provided for State of Florida product approval under-Rule--'61 G20-3. The manufacturer shall notify CREEK
Technical Senfices,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.
I
TAMKO BUILDING PRODUCTS
-CREEK Asphalt Shingles
a TECHNICAL SERVICES,LLC
I
Vintage®Hip&Ridge Basic Wind Speed(V„t): Max. 194 mph
(Phillipsburg) 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.
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.
i
Direction of prwW ing wUd
rt 5"exposure
start
here 9" exposure
Figure 1
1.,
i
aster Fastener
Figure 2 1/4" Figure 3
I
Figure 15. Vintage®Hip 8,-Ridge(Phillipsburg)
i
i
TBP15001.4 FL18355-R4 -.-Pagel0 of911.
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'thmughout 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 n t
specifically addressed herein.
- i i
CREEKj� TAMKO BUILDING,PRODUCTS
L.�L.�1. 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) 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 undertayment application.
6) Shingles shall be installed starling 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
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code,6t'Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
j�l
p �
201.7.09.25
� . ' GENS• ` �.
.+ '. n
No 74021 - 1 q 1 :31 : 1 4
:��• STATE OF
-041001
%Q4% *. `4 p Q'r.-";%4 Zachary'R.Priest,P.E.
OR!
on No.
o &/ lliAL � OrganizaFlorida tion No.istraANE1 166974021
nrtu{
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services,LLC_does not'have,nor will it acquire,a financlat 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. Ttie inanufadturer skald no*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.
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Code Version 2017 FL# ALL
Application'type ALL Product f+aanuf ftimr POLYMASS USA
Qftgm'y Roofing Subcategory Modified Bidsmien Roof System
Application Status ALL Compliedtce Method ALL
Quality ASSMnce EtttftV ALL Quo*A9sunwxe Entity Contmd BO ed ALL
Product Model,Number or Name Ail: Product Dam""" ALL
Approved for use in HVHZ. ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
} Swish Results- -
�
a i6 4-a�4 a Revision POLYGUM USA ?ohn W.Knezevtrh,PE Appr>fyed
Caftewr Roofing (954)m-U24
C Subeat"mp Modified Bitumen'Roof
R1654-R25 Revision POLYGLASS USA 7ohn'W.Knezevich,PE Pending FOC Approval
Cdegar.Roofing, (954)772-6224
orb gory:Modified Bitumen_Roof System .I
FL16429-R9 RevMon POLYGLASS USA bhfi W.Kneuvich, App
4 t 9WvI (954)in-6224
Subateitory:Modified Bitumen Roof System
Roofirrp
ZU W9-R10 'Revision iPW.YGI ASS USA Mn-W.Kneoevich,PE Pendirs FBC Apprml
Catpom Rooting (954)772-6224
Subww�aparir:Modified Bitumen Roof System ,.
X737-R7 Revision Ca Modified Bitumen �n 7 2-622KnMviehr P '. ^ Appro
GfiagoryG Roofing (954)7?2-6224
Roof System
��67i7-R8` Revision • PMYGUM USA , � Appy
Cad gwr.Rooting (9 q 1g
5vb=t"p!V:Modified Bitumen Root SystemMin-
8-Rs Revision Ca owp Roofing USA ' nI 7L2"e It,Imexich PE C TYman -
Subeeeporys Modified Bitumen Roof System
6Ek1 7ig`R7
Revision POLYGLASS USA john W.K ndln4 FBC Approval
Cahmovy.Roofing (954)772-6224 -
;pybestegorp Modified Bitumen Roof System
by
aWor Me CommUMn Ir waesary. `
'►Approved by mm.Approvais by Oet±R ahe4 be renie+rad and rat0led trraFOC ,
COOF 15
- SSaI♦rGtf�::7601 gid,Slane Reeds M011hossee IL 32399 ffione:850-4AZ-.jj jp :.
1be State of Florida Is an APYEEO empWpr;o°4u9ht00?'�el3SUft of Fie 6&-%fth M Wi S h ftrotfft::&212W W St ate m afflt,:Rdund
under Fonda low,email addresses am pubik records.If you do not want Yew"V address rebated In response to a pupeaqecotds requast,do not stead sWb-k
melt to this erdity.Irateod,contact the of a aw by phone or by batt"mall.If you hshyqueAtont,please eonenet e5G.4971395.'Prawant to%adiori 455.275(3),
Florida statutes,t hmove Ort bar 1,2012,Naencaet flamed underC3%g$W 4Ss,RS,mtot-preyVe the Dapartmeat with an emelt address.rimy h6a one.Via omnis
provided> be used for oftitlat communsaftri with ttiie noei[s ee.►tower8r'amaY aftonet"pubft record.gym do net vdth to SUO*a Paraondd address,Pkasa
provide the D apartment with an dnali address which don be rade avidWe to tha PutiSc.7b deeannine Myon are a Regrow under Cha "r 455,FS.,,'Preata ckk1tM
' InlAiietA�ttralAocaPEC-
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353 Christian Street,Unit#13
Oxford,-Cr 06478
(203)262 9245
_
ENGINEER EVALUATE TEST CONSULT CERTIFY
EVALUATION REPORT
Polygiass USA,Inc. = Evaluation Report P92 0
1111 West Newport Center Drive . Ij
Deerfield Beach,FL 33442 Date of lmanee:02/1112
(954)233-1230 Revision 226 04/11 019
SCOPE:
This Evaluation Report is Issued under.Rule 61620-3 and the applicable,rules and regulations governing the use of
construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building.Code. The product described herein has been evaluated for
compliance with the 6v'Edition(2017)Florida Building Code sections noted herein.
DESCRIPTION: Polyglass SBS and APP Modified Bitumen Roof Systems
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency(noted
herein.
CONTINUED COMPLIANCE:-This Evaluation Report is valid until such time as the named product(s)changes,the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen,P.E.of any changes to the
product(s),the Quality Assurance or the production facility.location(s). NEMO Jetc.requires a complete review of this
Evaluation Report relative to updated Code requirements with each'Code Cycle.
ADVERTISEMENT:The Evaluation Report number preceded by the words "NEMO Ietc. Evaluated" may be displayed in
advertising literature. if any portion of the Evaluation Report is displayed,then it shall be done in its-entirety.
INSPECTION:Upon request,'a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 4,,plus a 69-page!'Appendix.
Prepared by: PW 4
M
10 r• K
Robert J.M.Nieminen,P.E. 4` The facsimile seal aoearing.was wd*riied byR. Robert
Florida Registration No.59166,Florida DCA ANE1983 Nleminen,P.E.on 04/IAM9.This does not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
L NEMO ETC,iLC does not have,nor does it intend to acquire or will It acquire,a financial interest In any company manufacturing or
distributing products it evaluates.
2. NEMO ETC,LLC Is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen,PZ does not have nor will acquire,a financial Interest in any company manufacturing or distributing products for
which the evaluation reports are being Issued.
4. Robert Meminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval processof the
product.
5. This is a building code evaluation. Neither NEW ETC,LLC nor Robert Nieminen,P.E.are,In any way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for perinitting or design guidance unless retained
specifically for that purpose.
I
.Y
OF(MCNEMO f ESC.
ROSYSMUSEVAWATM: _ 'I
1. SCOPE:
-.._ .
Product Cateviv. Roofing
I S rY: Modffled Bitumen Roof Systems
Compliance Statement: PoMAss SBS and APP Modified Bitumen Roof Systems,as produced by Pafyalass USA,
inc.,have demonstrated compliance with the following sections of the a Edition(2017)Roidda BuNding Code
through testing in accordance with the#ollowing Standards. Compliance Is sutlject to the installation Reaulre;nts
and Limitations/Condltlons of Use set forth herein.
1504.3.3 Nt�td FM;4t74E" 2ti�3�:.
1504:3.1 Wind UL 1897 2012
15041 impact FM-4470 2012
1507.11.2 Physicals ASTM.D6162 2008
1507.31.2 Physicals ASTM 06163 2008 .
1507.11.2 Physicals ASTM D6164 2011 '
3507.11.2 Physicals ASTM D6222 2011
3507.1L2 Physicals ASTM D6509 2009
3. R[rDINCES:
�4.
t:
ERD(7576049) Physifak:: P10490 0 D$2 10/3012008' -FM(1571867) FM"P.. 103A9 tM Ofi1t2/1999,
ERD(SSTB049) FM4470/4414 P33760A9.09 09110/2009 FM(rST1867) FM"70 3006646 0;104%2000
ERD DST6049) FM 4470/4474 P33770.09.09 09/10/2009 FM(TST1867) FM 4470 3001334 Ol/LS/2000
ERD(7576049) FM 4470/4474 P30540.11A9-Ri 11130/2004 FM PSTt867) FM 4470 3001334 02/15/2000
ERD(1576049) FM 4470/4474 1`3055012.9 12/02/1009 FM(1571867) FM 4470 3000857 01112/2000
ERD(7516049) Physitaik P33960.32.10 12/3012010 FM(75ri867) FM 4470 3004091 01/32/2000
ERD(5576449) FM 4470/4474 P33970.03.11 03115/2011 PA tMr1867) FM 4470 3006315 05/02/2001
ERD(7576049) Physicals P37590.0313.3A 03/06/2013 FM MT3867) FM 4470 3012321 07/29/2002
ERD(7576049) FM 4470/4474 P?3968DA3.13 03/04/2013 FM(7571867) FM.4470 3014692 08/0512003 "
ERD(1576049) Physicals P3759D.3.13.1-R1 06/26/2013 FM(7ST1867) FM 4470 3014751 08/27/2003
ERD(TST6049) Physicals P37590.03.13-2-R2 07/01/2013 FM(7571867) FM 4470 3007170 01/13/2004
ERD(1576049) Physkak P37S90.733-2 0710112013 FM,(1ST3867) FM 4470 3019317 06/36/2004
ERD(MM49) Physicals P37S90.03.13.5-112 07/01/2013 FM'(1ST7867) FM 4470 $020703 07/30/2004
ERD(7576049) Physick P3759DA.13.1 07102/ZD13 FM U92867) FM 4470/4474 3018332 01/MAW6
ERD(7ST6049) FM 4470/4474 P416SOM 13 08/06/2013 FM(7571867) FM 4470/4474 3023368 03120/2006
ERD(W6049) M"kak P45940A9.13 09/04/2018 FM(M867) FM 4470/4474 3024594 05/23/2006
ERD(TST6049) Physicals P44370.20.33 10104/2013 FM(0572867) FM 4470/4474 30234SR 07/16/2006
ERD(TST6049) Physlcak P39520.09.14-2 09/13(2014 FM(1571867) FM 4470/4474 3030666 09/12/ZOD7
ERD(TST6049) FHT 4470/4474 5[6160.11.14 33/1012014 FM(TST18t)7) FM 4470/4474 3032172 06/12/2004
ERD(TST6049) Phv$kak 1`454405[.03.15-1 03/31/2035 FSA(7572867) FM 4470/4474 3049631 04/2WM4
ERD(1576049) Physicals SC5370.05.15 05/08/2015 FM(7571867) FM 4470/4474 3057029 02/02/2017
ERD(7576049) FM 4474 SCB08510545 05119/2015 NEMO(MT6049) MOW 45.PlYrrl8-001MAA 06123/2018
ERD(75T6049) Phystals 5[5170.1215. 12/29/2015 NEMO(TST6D49) FM 4474 4L-PLYrr2e-owsa8 0$/21%2018
ERD(7376049) FM 4470/4474 SC94S5.15 04/03/2036 MEMO tM6D49) O tkaiity 4S-PLYG W=.2018 20/M j2018
ERD(!576049) FM 4470/4474 PLYG•5C8405.0516.1 05/17/2016 NEMO(7576049) FM 4474 4L-PUYG4"WM1e 1112812018
ERD(TST6049) FM 4470/4474 PLYG-SC690.0516-2 0S%17/2016 NEMO(7576049) FM 4474 41,PLYrr18.003.01.19 01/11)20]9
ERD(TST6049) FM447014474 MG-SMOKS.07.1sa1 09/13/2016 NEMO(M6049) FM4474 4-PLMIS-0oaeca.19-A 04108/2019
ERD(7576049) UL1897 PLYG-S=25.10.16 10/12/2016 FRI(IST5878} Physicals PUSA-062-02-01 32/00/2007
ERD PST6049) FM 4470/4474 PLYG-5011475.16 11117/2016 PRi{f5T5878) Physkou PM-M-0242 01/28/,2068
ERD((576049) FM 4470/4474 PLYG-SC1323SAL17 01117/2017 PRI(7575878) Physkak PUSA-M-02-02 02127/2008
ERD rMT6049) FM 4470/4474 PLYG•SC13920.0S.17 OS/30/2017 PRI(TST5878) Physicals PUSH-062-02-02 12%041,2008
ERD(55731294) FM 4470/4474 PLY64T113a45A5.47a 05/30/2017 Pitt(75758?$) TAS 114 PUSA-188-02-M 02/08/2017
ERD(;5711294) FM 4470/4474 PLYG{TL73 -05,17.3 05/30/2017 PRI(7575878) TAS 134 PUSA-188.02.02 02MjZ017
ERD(TSS) FM 4470/4474 PLYG-SC13945.0S.27 OS/3012017 PRI(TSF5878) TAS 114 PUSA-U"2-03 02/08/2017
ERD.(T5T6049) FM 4470/4474 PLYG-SC3S760.09.17 09/13/2037 PRI(75!3678} TAS 114 PUSA-202.0201 05/17(2017
5738
FM-(767) FM 4470 2W7A7.AM 08/04/1994 PRI(TST3878) TAS 114 PUSA-202-02.02 05/17/2017
FM(TST3867) FM 4470 OD3A3.AM 04/04/1997 WD(CER1592) HvRZ Various WAS Various
FM(7571867) FM 4470 2DOAO.AM 12/23/1998 M-D(CER1592) Prop.for Rev. 100823 10/12/2010
UL(QUA962S) Quality Control Service Confirm 09/13/2018
NEMO ETC,tLC Evaluation Report P9290 02.OSIft22
Certfflicote olAuthormadon$132455 67"EDMON(2017)FOC NON-HVHZ EVALUATION FL1654+R24
Polygims Modified Bitumen Root systems,(954)233-1330 Revision 22q 04/11/2019
Pace 2'o14
r
i
WNE
TABLE 11: WOOD DECKS-N1W CONSTRUCTION OR REROOF(TEAR-OFF)
n�ta;�a#c.
S';STEfVI TYPE F:NON-INSULATED,BONDED ROOF COVER
APA rated,7%16 " OSB)Dints are covered wltlt 4 Inch wide strips of Elastoflex SA v,roiled into place to Elastoflex SA V P! or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS-
-52.5
W-182 CAT,0.428 in., Nome create continuous bond. Elastoflex SA V P us FR TA,APP-TA TA,APP TA
Exposure 1058
Min.15/32 Inch SBS SA (Optional)SBS-SA,SBS 585 SA APP-SA,SOS- -40.0
W-183
plywood (Optional)
None TA,APPTA TA;_APP-TA.;
W-2 84 .Min.15/32-inch (Optional)P6100 None Polyflex 54 Base (Optional)APP TA APP TA -90.0
plywood
Min.15/32-Inch SBS-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- -97-S
W-185 plywoodPG100 None TA,APP TA TA,APP TA
Min.15/324nch Plywood Joints are covered with flinch wide strips of Elastoflex SA V Plus,rolled Into Elastoflex SA V or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS -97,5
W-186 (Optional)PG100 _______ _Elastoflex SA V FR - -TA,APP TA- TA,APP-TA- - -
plywood, place to create continuous bond. ___
Min.15/324nch POLYBRITE 745 -SA,or None SBS-SA (Optional)SBS58S- SBS-SA,APP-SA,SBS- .105
W-187 .0
Plywood W83000 TA,APP-TA TA,APP-TA,
Min.15/32-Inch Plywood Joints are covered'with 4-Inch wide strips of Elastoflex SA V Plus,rolled into Elasto8ex SA V ft or (Optional)SBS-SA,SOS- SBS-SA,APP-SA,SBS- -135.0
V0-188 plywood {Optional}PGi00 ' place to create continuous bond. V Ela stoflex SA V fla FR TA,APP TA TA,APP-TA
W-1$9Min.15/32-inch (optionall PG100 Plywood joints are covered with 4-inch wide strips of ElIastoflex SAV Pius,rolled into PolyRex SA Base (Optional)APP-TA APP-TA -135.0
plywood place to create continuous bond,
NEMo ETC,LLC Evaluation Report P9290.02.08-R22 for FL16S&R24
Certificate of Authorization#32455 6-EDITION(2017)FBC NON41VNZ EVALUATION Revision 22,04/11/2019
Prepared by: Robert Nieminen,PE-59166 Polygtass ModlBed Bitumen Roof Systems,(954)233-1330 Appendbt 1,Page 29 of 69