HomeMy WebLinkAboutProduct approvals Certificate of Authorization No. 29824
CREEK 17520 Edinburgh Dr
Tampa,FL 33647
TECHNICAL, SERVICES, LLC (813)480-3421
1
EVALUATION REPORT FLORIDA BUILDING CODE,6T"EDITION(2017)
Manufacturer: IKO JNQUSTRIES,LTD Issued August 15, 2019
46 Hansen Rd S
Branpton, ON L6W 3H4
Canada
(905)457-2880 �l
Manufacturing Plants: Calgary,Alberta � s
Hawkesbury,Ontario CO 'r
FHillsboro,TX
Kankakee, IL
Sumas,WA r4"i EViEW D FOR
Sylacauga,AL CODE COMPLIANCE
Toronto,Ontario
•Wilmington, DE ST. LUC I E COUNTY
Quality Assurance: FM Approvals(QUA1860) 13OCC f v i
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1504.1.1, 1507.2.5, 1501.2.7.1, 1523.5.1, 1523.6.5.1
Properties: Physical properties,Wind Resistance,Wind.Driven Rain
REFERENCES
Enti Report No. Standard Year
FM Approvals(TST1867) - 3036971 FM 4475 2010
FM Approvals(TST1867) 3040947 FM 4475 2010.
ASTM E 108 2011
FM Approvals(TST1867) 3041689 FM 4475 2010
FM Approvals(TST1867) 3044376 FM 4475 2010
FM Approvals(TST1867) 3045264 FM 4475 2016
FM Approvals(TST1867) 304,6191 FM 4475 2010
PRI Construction Materials Technologies(TST5878) IKO-050-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-051-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IK0=053-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-067-02-01 TAS 100 —_. 1995
PRI Construction Materials Technologies(TST5878) IKO-071-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IKO-072-02-02 TAS 100 '1995
PRI Construction Materials Technologies(TST5878) IKO-076-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IK07077-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-088-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-095-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) I1<0-096-02=01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IKO-099-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-100-02-01 TAS 107 1995
PRI Construction Materials Technologies(TST5878) IKO-114-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-115-02-01 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-117-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-120-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IKO-121-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IKO-123-02-01 ASTM D 3161 2016
IK019002 FL30310 Page 1 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.
CREEK IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES,LLC
Entity Report No. Standard Year
PRI Construction Materials Technologies(TST5878) IKO-125-02-01 TAS 107 1995
ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-126-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-127-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IRO-128-02-01 TAS 107 1995
ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-129-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IKO-130-02-01 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-131-02-01 TAS 107 1995
ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-140-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IKO-148-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-153-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-171-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IKO-171-02-02 TAS 107 1995
ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-171-02-03 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-198-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IKO-198-02-02 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-198-02-03 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-199-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IKO-199-02-02 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-199-02-03 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-201-02-01 ASTM D 3462 2010A
ASTM E 108 2011
ASTM D 3018 1990(R94)E1
PRI Construction Materials Technologies(TST5878) IKO-201-02-02 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-201-02-07 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-202-02-01 ASTM D 3462 2010A
ASTM E 108 2011
ASTM D 3018 1990(R94)E1
PRI Construction Materials Technologies(TST5878) IKO-202-02-02 TAS 107 1995
ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-202-02-07 TAS 100 1995
PRI Construction Materials Technologies(TST5878). IKO-203-02-01 ASTM D 3462 2010A
ASTM E 108 2011
ASTM D 3018 1990(R94)E1
PRI Construction Materials Technologies(TST5878) IKO-203-02-02 ASTM D 3161 2016
PRI Construction Materials Technologies.(TST5878) IKO-203-02-07 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-205-02-01 ASTM D 3462 2010A
ASTM E 108 2011
ASTM D 3018. 1990(R94)E1
PRI Construction Materials Technologies(TST5878) IKO-205-02-02 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-205=02-07 TAS 100 1995 T
PRI Construction Materials Technologies(TST5878) IKO-206-02-01 ASTM D 3462 2010A
ASTM E 108 2011
ASTM D 3018 1990(R94)E1
PRI Construction Materials Technologies(TST5878) IKO-206-02-02 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IK07206-02-07 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-208-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IKO-217-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IKO-218-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) 476T0002 ASTM D13462 2010A
PRI Construction Materials Technologies(TST5878) 476T0003 TAS 100 1995
PRI Construction Materials Technologies(TST5878) _ 476T0004 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) 476T0039 ASTM D 3462 2010A
ASTM D 3018 1990(R94)E1
PRI Construction Materials Technologies(TST5878) 476T0040 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) 476T0041 TAS 100 1995
PRI Construction Materials Technologies(TST5878) 476T0042 ASTM D 3462 2010A
ASTM D 3018 1990(R94)E1
IK019002 FL30310 Page 2 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.
CREEK - - IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES,LLC
Entity Report No. Standard Year
PRI Construction Materials Technologies"(TST5878) . 476T0043 TAS 100 1995
PRI Construction Materials Technologies(TST5878) 476T0044 ASTM D 3462 2010A
ASTM D 3018 1990(R94)E1
PRI Construction Materials Technologies(TST5878) .476T0045 ASTM D,3161 2016
PRI Construction Materials Technologies(TST5878)" 476T0046 TAS 100 1995
PRODUCT DESCRIPTION
ArmourshakeTm 18-1/2"x 37-3/8% ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Sumas) architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Royal EstateT"" 13-1/4" x 40", ASTM D 3161,.Class F self-sealing, fiberglass reinforced, laminated
(Toronto) architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
DynastyTm 13-3/4"x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced', laminated
(Calgary,Hawkesbury, architectural asphalt shingle surfaced with granules complying with ASTM .D 3462.
Kankakee&Sumas) Shingles manufactured in Calgary and Sumas shall be used in the non-HVHZ only,
NordicTm 13-3/4"x 46-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Kankakee) architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Cambridge TM 13-3/4"x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Calgary,Hawkesbury, architectural asphalt shingle surfaced with complying with ASTM D 3462.'
Hillsboro,Kankakee, Shingles manufactured in Calgary and Toronto.shall be used in the non-HVHZ only.
Sumas,Sylacauga,
Toronto&Wilmington)
CRC Biltmore® 13-3/4"x 40-7/8", ASTM D 3161,'Class F self-sealing, fiberglass reinforced, laminated
(Calgary,Hawkesbury, architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Kankakee,Sumas& Shingles manufactured in Calgary and Toronto shall be used in the non-HVHZ only.
Toronto)
CRC Superglass® 13-1/4""x 39-3/8", ASTM D 3161, Class F self-sealing, 3-tab asphalt shingle with,
(Calgary,Hawkesbury& fiberglass mat coated on both sides with asphalt and surfaced with granules complying.
Toronto) with ASTM D 3462. Shingles manufactured in Calgary and Toronto shall be used in the
non-HVHZ only.
Marathon rm Plus AR 13-1/4" x 39-3/8", ASTM D 3161, Class F self-sealing, 34ab asphalt shingle with.
(Calgary, Hawkesbury, fiberglass mat coated on both sides with asphalt and surfaced with granules complying
Hillsboro,Kankakee, with ASTM D 3462. Shingles manufactured in Calgary, Sumas and Toronto shall be
Sumas,Sylacauga& used in the non-HVHZ only:
Toronto)--
Marathon"". 13-1/4" x 39-3/8", ASTM D 3161, Class F-self-sealing, 3-tab asphalt shingle with
(Sylacauga)' mat coated on-both sides with asphalt and surfaced with granules complying
with ASTM D 3462.
Hip&RidgeTm 12 13-1/4"x 36",ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt hip and
(Kankakee&Sylacauga) " ridge shingle,surfaced with granules and perforated every 12-inches, complying"with
ASTM D 3462.
Armour StarterTm 13-1/4"x 39-3/8', ASTM D 3161, Class F fiberglass reinforced asphalt strip embedded
(Sumas) with granules complying with ASTM D 3462. For use with Armburshakew shingles.
Leading Edge PlusTm 7-7/8" x 40-7/8", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt
(Hawkesbury) shingle strip,surfaced with granules complying with ASTM D 3462.
IK019002 FL30310 Page 3 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 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 IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
INSTALLATION
ArmourshakeTm Basic Wind Speed „it. Max. 194 mph �
(Sumas) Basic Wind Speed asd : 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): Solidly sheathed in accordance with FBC requirements.
Undeda ent: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with.FBC requirements. Refer to
the manufacturer's application instructions when installing
I shingles at slopes greater than 21:12.
Installation(HVHZ): Installed with 5-7/8 inch exposure in accordance with PAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-7/8 inch exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"5 Nail
j Pattem"or"6 Nail Pattern"detailed below.
Sial64 APpl646is
equrr :5 Nai1s�F iers
I N�iF"Ltie� i
i
Ali�rim�nt
'�'r�irstches,;
i
Figure 1. Armourshake-
I 5 Nail Pattern Non-HVHZ only)
110016 Steep Slopes/H19h Wind-Area�i4pplic tlons.
i pe`quires Na}I1Fta72r
I - -
_NO Line
Alignment A_1igmertii
No#ches.7 - - --.---- ------ Notches
Figure 2. Armourshake-
6 Nail Pattern
IKO19002 FL30310 Page 4 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.
CREEK IKO INDUSTRIES;LTD,
Asphalt Shingles
TECHNICAL SERVICES,,LLC
Royal EstateTm Basic Wind Speed ;,it: Max. 194 m h . .
" ! (Toronto) 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
I
'construction.
i - Deck Non-HVHZ : Solidly sheathed in accordance with'FBC requirements.
. Underia ment in accordance with FBC re uirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to .
j the manufacturer's application instructions'when installing
shingles at slopes greater than 21:12.
Installation(HVMZ): 'Installed with 5-7/8 in. exposure in accordance with RAS
1.15 and manufacturer's published installation instructions.
Shingles shall be attached using"6 Nail Pattern" detailed
f ! below.
I Installation (Non-HVHZ): Installed with 577/8 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.,. I
i
Sfartciard A0plWa'ti6
Nails
Figure 3. 'Royal Estate?"" j
.4 Nail Pattern1non-HVHZ only) I
Steep lop$/'Migh Wtjnd:Ap.4;mans,
i RequlresG Nalls�°Fa;stOnors
belt
Figure 4. Royal-EstateT"' _
6 Nail Pattern
IKO19002 FL30310 Page 5 of 11
:This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
'This evaluation report does not express nor imply warranty,,in recommended use,'or other product attributes that are not
specifically addressed herein.,
CREEK IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES,LLC
Cambridge""' Basic Wind Speed V„it: Max. 194 mph
(Calgary_(Non-HVHZ), Basic Wind Speed nd : Max. 150 mph
Hawkesbury, Hillsboro, Deck(HVHZ): . In accordance with FBC requirements;
Kankakee, Sumas, Solidly sheathed min. 19/32 in. plywood or wood plank for
Sylacauga,Toronto(Non- new construction; Min. 15/32 in. plywood existing
HVHZ)&Wilmington) construction:
Deck Non-HVHZ : Solidl sheathed in accordance with FBC requirements.
and Underla ment: . _ . In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
CRC Biltmore"m the manufacturer's application instructions when installing
(Calgary(Non-HVHZ), shingles at slopes greater than 21:12..
Hawkesbury, Kankakee, Installation(HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS
Sumas(Non-HVHZ)& 115 and manufacturer's published installation instructions.
Toronto(Non-HVHZ)) Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation .(Non-HVHZ): Installed with 5-7/8 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.
Rai,Line �an7tn�t�'�esn�l
Standard Application •
Requires 4 Nails/Fasteners
- - - - - - - - - - - - - Nail
Line
4.A
Figure 7. Cambridge""" and CRC Biltmore"m
4 Nail Pattern (non-HVHZ only)
Nail Line Cgminon Bond
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners y`
A�. —
- - - - - - - - - - - - Nail
Line
I- ] H , I
Figure 8. Cambridge""' and CRC BiltmoreTm
6 Nail Pattern
IK019002 FL30310 Page 7 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 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.