HomeMy WebLinkAboutEVALUATION REPORT Certificate of Authorization No. 29824
CREEK
17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL SERVICES, L..LC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,fH EDITION(2020)
Manufacturer: IKO INDUSTRIES, LTD L 11t f Issued October 22, 2020
40 Hansen Rd S r' 9
Brampton,ON L6W 31-14
Canada
(905)457-2880
www.iko.com
Manufacturing Plants: Calgary,Alberta
Hawkesbury,Ontario
Hillsboro,TX
Kankakee IL
Sumas,WA
Sylacauga,AL
Toronto,Ontario
Wilmington, DE
Quality Assurance: PRI Construction Materials Technologies(QUA9110)
SCOPE
I
Category: Roofing
Subcategory: Asphalt Shingles
Code Edition: Florida Building Code,7t"Edition(2020)including High-Velocity Hurricane Zones(HVHZ)
Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.5.1, 1523.6.5.1
Properties: Physical properties,Wind Resistance,Wind Driven Rain
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REFERENCES
En!fty Report No. Standard Year
FM Approvals(TST1867) 3036971 FM 4475 2010
FM Approvals(TST1867) 3040947 FM 4475 2010
ASTM E 108 2016
FM Approvals(TST1867) 3041689 FM 4475 2010
FM Approvals(TST1867) 3044376 FM 4475 2010
FM Approvals(TST1867) 3045254 FM 4475 2010
FM Approvals(TST1867) 3046191 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) IKO-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) IKO-077-02-01 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) IKO-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 2020
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
IK019002.2 FL30310-R2 Page 1 of 15
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.
A
IKO INDUSTRIES,LTD
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
Enifty Report No. Standard Year
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
PRI Construction Materials Technologies(TST5878) IKO-125-02-01 TAS 107 2020
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) IKO-128-02-01 TAS 107 2020
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 2020
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 2020
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 2020
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 2016
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 2020
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 2016
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
PRI Construction Materials Technologies(TST5878) IKO-206-02-01 ASTM D 3462 2010A
ASTM E 108 2016
ASTM D 3018 1990(R94)E1
PRI Construction Materials Technologies(TST5878) IKO-206-02-02 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-206-02-07 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) 476C0017.1 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) 476C0017.2 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) 476C0017.3 ASTM E 108 2016
PRI Construction Materials Technologies(TST5878) 476C0020.1 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) 476C0020.2 ASTM D 3161 2016
IKO19002.2 FL30310-R2 Page 2 of 15
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
j Enti Report No. Standard Year
PRI Construction Materials Technologies(TST5878) 476C0020.3 ASTM E 108 2016
PRI Construction Materials Technologies(TST5878) 476C0033.1 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) 476C0033.2 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) 476C0033.3 ASTM E 108 2016
PRI Construction Materials Technologies(TST5878) 476T0002 ASTM D 3462 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) 476T0012 ASTM D 3462 2010A
ASTM D 3018 1990(R94)E1
PRI Construction Materials Technologies(TST5878) 476T0013 ASTM D 3161 2016
TAS 107 2020
PRI Construction Materials Technologies(TST5878) 476T0021 ASTM D 3462 2010A
ASTM D 3018 1990(R94)E1
PRI Construction Materials Technologies(TST5878) 476T0022 ASTM D 3161 2016
TAS 107 2020
PRI Construction Materials Technologies(TST5878) 476T0023 ASTM E 108 2016
PRI Construction Materials Technologies(TST5878) 476T0034 ASTM D 3462 2010A
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
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
PRI Construction Materials Technologies(TST5878) 476T0057 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) 476T0058 ASTM E 108 2016
PRI Construction Materials Technologies(TST5878) 476T0059 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) 476T0061 ASTM D 7158 2019ael
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PRODUCT DESCRIPTION
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Roofshake"m HW 13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Sumas) architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
i
Shingles shall be used in the non-HVHZ only.
ArmourshakeTm 18-1/2" x 37-3/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
i;
(Sumas) architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Royal EstateTM 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.
Crowne Slate 13-1/4" x 39-1/2", ASTM D 3161, Class F.self-sealing, fiberglass reinforced, laminated
(Toronto) architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Shingles shall be used in the non-HVHZ only.
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.
Hillsboro, Kankakee& Shingles manufactured in Calgary and Sumas shall be used in the non-HVHZ only.
Sumas)
! Nordic7m 13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Hillsboro&Kankakee) architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
I
IKO19002.2 FL30310-R2 Page 3 of 15
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.
GIKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
CambridgeTm 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.
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.
Sumas& Toronto) Shingles manufactured in Calgary and Toronto shall be used in the non-HVHZ only.
CRC Regency® 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.
Shingles manufactured in Calgary shall be used in the non-HVHZ only.
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.
Y
MarathonTm Plus AR 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
Hillsboro, Kankakee, with ASTM D 3462. Shingles manufactured in Calgary, Sumas and Toronto shall be
Sumas,Sylacauga& used in the non-HVHZ only.
Toronto)
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.
Hip&Ridge Plus"m 13414: x 39-3/8", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt hip
(Calgary) and ridge shingle surfaced with granules and perforated every 13-inches complying with
ASTM D 3462. Shingles shall be used in the non-HVHZ only.
Hip and Ridge"m 13-1/4"x 39-3/8", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt hip
(Sumas) and ridge shingle surfaced with granules and perforated every 10-inches complying with
ASTM D 3462. Shingles shall be used in the non-HVHZ only.
Armour Starter"m 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 Armourshake"M shingles.
Leading Edge Plus"O 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.
IKO19002.2 FL30310-R2 Page 4 of 15
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.
i
CREEK IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
INSTALLATION
Roofshake"m HW Basic Wind Speed .jt Max. 194 mph.____
j ! (Sumas) C Basic Wind Speed(Vasa): _Max. 150 mph
i 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.
�_—.._....__) — w _.._.
j I Underlayment: r 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 (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 "4 Nail
Pattern"detailed below.
--- Nail Line Common Bond
Standard Application
Requires 4 Nails ..
't4
1
- - - - - - - - - - - - - - Nail '•.4�
Line ,
5-7/8
Figure 1. Roofshake'rm HW
4 Nail Pattern (Non-HVHZ only)
i
I
I
IKO19002.2 FL30310-R2 Page 5 of 15
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
Armourshake"m i Bas ci Wind Speed(V„it): T Max. 194 mph
(Sumas) Basic Wind Speed asdL_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.
I Underla ment: 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 5-7/8 inch exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using T 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
Pattern"or"6 Nail Pattern"detailed below.
— Standard Application
Requires 5 Nails/Fasteners
Nail Line
Alignment
Notches
Figure 2. Armourshake"m
5 Nail Pattern (Non-HVHZ only)
Nailing-Steep Slopes/High Wind Areas Applications
Requires 6 Nails/Fasteners
Nail Line
Alignment Alignment
Notches - 9 Notches
Figure 3. Armourshake"m
6 Nail Pattern
IKO19002.2 FL30310-R2 Page 6 of 15
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.
I - -
IKO INDUSTRIES,LTD
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
(—Royal EstateTM' T Basic Wind Speed(V„i�): Max. 194 mph _
(Toronto) C Basic Wind Speed Vag : 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.
Underla ment: 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): rr Installed with 5-7/8 in. exposure in accordance with RAS
I4115 and manufacturer's published installation instructions.
Shingles shall be attached using T 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 T Nail Pattern"detailed below.
ii
Standard Application
Requires 4 Nails/Fasteners
i
------------ ------ -♦
Nails
Figure 4. Royal EstateTM
4 Nail Pattern (non-HVHZ only)
1
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
I
Nails
Figure 5. Royal Estate TM
6 Nail Pattern
IKO19002.2 FL30310-R2 Page 7 of 15
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.
i
CREEKIKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
Crowne Slate Basic Wind S eed(V,,it)-_. Max. 194 mph
(Toronto) Basic Wind Speed Vasa): I Max. 150 mph
Deck(HVHZ): - In accordance with FBC requirements; E
Solidly sheathed min. 19/32 in. plywood or wood plank for I
new construction; Min. 15/32 in. plywood existing
construction.
r Deck Non HVHZ): Solidly sheathed in accordance with FBC requirements.
Mm-
i Underla ment: In accordance with FBC requirements. _i
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, i
Installation (Non-HVHZ): Installed with 5-7/8 inch exposure, in accordance with FBC f
requirements and manufacturer's published installation
instructions. Shingles shall be attached using "5 Nail
Pattern"detailed below.
Nail Line
10" EXPOSURE
Standard Application .
Requires 5 Nails/Fasteners '%
I Nail Line 1011
I
I
I �
Figure 6. Crown Slate
5 Nail Pattern (Non-HVHZ only)
IK019002.2 FL30310-R2 Page 8 of 15
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
DynastyTM' ( Basic Wind Speed(Vuc. Max. 194 mph
(Calgary(Non-HVHZ), Basic Wind Speed .gd): Max. 150 mph
Hawkesbury, Kankakee& Deck(HVHZ): In accordance with FBC requirements;
Sumas(Non-HVHZ)) Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
and construction.
Deck Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
Nordic rm Underlayment: r In accordance with FBC requirements. _
(Kankakee) Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
and shingles at slopes greater than 21:12. .
_Installation(HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS
CRC Regency® 115 and manufacturer's published installation instructions.
Shingles shall be attached using T Nail Pattern" detailed
below. I
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.
- 1-1/4-
ArmourZone
ArmourZone
1•
Standard Application
Requires 4 Nails/Fasteners
Common Bond
IZI :
----------------------------
-\ ---------------- 1-1/4P I
%
ArmourZone `
r7 r7 r7 7
Figure 7. DynaStyTm and NordICTM
4 Nail Pattern (non-HVHZ only)
r- �` 11/4•
1-1/4° ArmourZone i
ArmourZone
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
`•` Common Band
-- ---------- - ---- ------ ---->---
ArmourZone
r7 M r7
s�/e
Figure 8. DynaStyTm and NordlCTM
6 Nail Pattern
!
I
IKO19002.2 FL30310-R2 Page 9 of 15
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.
j This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
i
specifically addressed herein.
�i IKO INDUSTRIES,LTD
��'•'�+r Asphalt Shingles
TECHNICAL SERVICES, LLC
_........... _...... _W --- .—
CambridgeT"' Basic Wind Sp—.eed(V„it) Max. 194 mph.... .._._.....-- -
(Calgary(Non-HVHZ), Basic Wind Speed 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): _ Solidly sheathed in accordance with FBC requirements.
and U rla me_nt: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
CRC BiltmoreTM' 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.
Nail Line Common Bond
Standard Application
Requires 4 Nails/Fasteners
t•,4
`7/8"
- - - - - - - - - - - - - - Nail
Line
5-7/8
Figure 9. CambridgeTm and CRC BiltmoreTM
4 Nail Pattern (non-HVHZ only)
Nail Line Common Bond
Steep Slope/High Wind Applications
li Requires 6 Nails/Fasteners
- - - - - - - - - - - - Nall
Line
5-7/8
Figure 10. CambridgeTm and CRC BiltmoreTM
6 Nail Pattern
IKO19002.2 FL30310-R2 Page 10 of 15
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
CRC Superglass rm (-Basic Wind weed(V„it): Max. 194 mph _
(Calgary(Non-HVHZ), Basic Wind Speed(Vasd): Max. 150 mph
Hawkesbury,&Toronto Deck(HVHZ): In accordance with FBC requirements;
(Non-HVHZ)) Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
and construction.
Deck Non-HVHZ): S01i�athed in accordance with FBC requirements.
( MarathonT"" Plus AR Underlayment: r In accordance with FBC requirements. _
(Calgary(Non-HVHZ), Min.slope: 2:12 and in accordance with FBC requirements. Refer to
Hawkesbury, Hillsboro, the manufacturer's application instructions when installing
Kankakee,Sumas(Non- shingles at slopes greater than 21:12. .
HVHZ),Sylacauga& Installation(HVHZ): - Installed with 5-7/8 in. exposure in accordance with RAS-
Toronto(Non-HVHZ)) 115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
and _ below.
Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC
Marathon"m requirements and manufacturer's published installation
(Hillsboro&Sylacauga) instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
Standard Application
Requires 4 Nails/Fasteners
EIL. J
'I
Sealant Strip
Figure 11. CRC SuperglassTM, MarathonTM Plus AR and MarathonTm
4 Nail Pattern (non-HVHZ only)
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
- ---- ------ - ---- - �f
i
Sealant Strip
Figure 12. CRC SuperglasSTM, MarathonTM Plus AR and MarathonTM
6 Nail Pattern
I
I .
IKO19002.2 FL30310-R2 Page 11 of 15
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
Hip&Ridge'rm 12 Basic Wind Speed(V„it): Max. 194 mph
(Kankakee&Sylacauga) Basic Wind Speed Vasd : Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed
and min. 19/32 in. plywood or wood plank for new construction;
Min. 15/32 in.plywood existing
_construction.
Hip&Ridge Plus"m Deck Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
(Calgary) Underlayment: r In accordance with FBC requirements.
(non-HVHZ only) Min.slope: 2:12 and in accordance with FBC requirements.
Installation: Installed with 5-5/8 inch exposure in accordance with the
FBC and manufacturer's published installation instructions.
The direction of the exposed end shall be away from the
_ rep vailing wind.
Perforation Marks
rt Direction prevailing wind
I I
ere--.
i I
I I
4F]%
I I
I t
Nails
t 1
ti t
I 1
� I 1'Taper Cut
I
Figure 13. Hip &RidgeTM 12 and
Ridge PIusT"" non-HVHZ only,
IKO19002.2 FL30310-R2 Page 12 of 15
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
Hip and Ridge'rm Basic Wind Speed(V„ii): Max. 194 mph
(Sumas) C Basic Wind Speed(Vasa): Max. 150 mph
Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
Underla ment_ r In accordance w q
with FBC re uirements. _
T_.._
Min.slope: r 2:12 and in accordance with FBC requirements.
Installation: Installed with 5-5/8 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.
Nails
1 1
1 5-5/8" 1
rt Direction of prevailing windPft
r
ere-- 1 — \
\ .000
1 1
� 6� 1"Taper, Cut
II 1
I
Perforation Marks V Optional Taper Cut
jI I 1 I I I
I I I I I I
I I I
a -NEW -WM s Amok
I I I I I I
I I I I I 1
I I I I I I
I I I i I I
1
Figure 14. Hip and RidgeTM (non-HVHZ only
i
I�
i
IK019002.2 FL30310-R2 Page 13 of 15
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.
I
i
CREEK IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
Armour StarterTm Basic Wind Speed uit :_. Max. 194 mph
_..........--i
(Sumas) Basic Wind Speed Vasa : I Max. 150 mph
Deck(HVHZ): j 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.
Underlayment: r In accordance with FBC requirements.
Min. slope: _ 1 2:12 and in accordance with FBC requirements. _
Installation: Installed in accordance with the FBC and manufacturer's 1
published installation instructions. Shall be attached with
!..min. 1"x 12 ga.roofing nails with min. 3/8-inch head.
Standard Application Requires 4 Nails/Fasteners
i I j Match Color
I i STARTER COURSE to Selected
1" and 13" from Each End Armourshake
Shingle
Figure 15.Armour Starter m
Leading Edge PlusTm Basic Wind Speed Vuit): i Max. 194 m h
(Hawkesbury) Basic Wind Speed Vasa . Max. 150 mph
f
Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction;
i Min. 15/32 in. plywood existing construction.
Deck Non-HVHZ): _i Solid sheathed in accordance with FBC requirements. _
Underla ment: r In accordance with FBC requirements.
Min.slope- i 2:12 and in accordance with FB_C requirements.
Installation: T Installed in accordance with the FBC and manufacturer's
published installation instructions. Shall be attached with
1"x 12 ga. roofing nails with min.3/8-inch head.
Standard Application
Requires 4 Nalls/Fasteners 1"from Each Endl •
j
i
i
•
3'to 4"from Bottom
Figure 16. Leading Edge Plus'"" j
IKO19002.2 FL30310-R2 Page 14 of 15
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
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) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
5) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck.
6) 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.
7) 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, 7t' Edition (2020)including High-Velocity Hurricane Zones (HVHZ)as evidenced in the referenced documents
submitted by the named manufacturer.
�i �ttutuu��
p9-i, 2020.10.22
% c tis 14.10
No 74021
• •� — M1�Y�ML�YR%le.
-04'00'
STATE OF
�C,�•.•,c Zachary R. Priest, P.E.
1'0.•'�N Florida Registration No.74021
�i,sSi�NA % Organization No.ANE11669
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval,process of the
product.
j�
it
END OF REPORT
IK019002.2 FL30310-R2 Page 15 of 15
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.