HomeMy WebLinkAboutproduct approval (2) Certificate of Authorization No.29824
CREEK 17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,7T"EDITION(2020)
Manufacturer: 1K0°INDUSTRIES LTD a Issued October 22, 2020
40�'Hansen'Rtl�S
Brampton, ON L6W 3H4
Canada
(905)457-2880
www.iko.com
Manufacturing Plants: Calgary,Alberta
Hawkesbury, Ontario of M
Hillsboro,TX FILi= L;
Kankakee, IL vy
Sumas,WA
Sylacauga,AL
Toronto, Ontario
Wilmington, DE
Quality Assurance: PRI Construction Materials Technologies(QUA9110)
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
Code Edition: Florida Building Code,7"'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
REFERENCES
Entity 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) I KO-1 17-02-01 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 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.
�f
IKO INDUSTRIES,LTD
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
Entity 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)Ei
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 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.
IKO INDUSTRIES,LTD
CREEK Asphalt Shingles
P 9
TECHNICAL SERVICES, LLC
Entitv 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
li 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
TAS107 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
PRODUCT DESCRIPTION
RoofshakeTm 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.
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
(Sumas) architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Royal Estate TM 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)
NordicTM 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.
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.
IKOINDUSTRIES LTD
CREEK Asphalt Shingles
TECHNICAL SERVICES L LC
Cambrldg _._- it r.`_13-3/4"x 40-7/8", ASTM D 3161-Class_F self-sealing, fiberglass reinforced, laminated
'{Ca a�ry�,Hawkesbury, architectural asphalt shingle_surfaced with-granules-complying-with ASTM!D 3462.
-Hillsboro,Kankakee„J Shingles manufactured in Calgary-and Toronto-shall-be used-in the.non-HVHZ only.
(Sumas,-Sylacauga, -- -- _ --- --- -- -
Toronfo& Imingtonj'
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.
Marathon TM 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&Ridge"'" 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 PIusTM 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 TM 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 TM 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 ArmourshakeM shingles.
Leading Edge PIusTM 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 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.
CREr•."u IKOINDUSTRIES,LTD
Lr 1 1 Asphalt Shingles
TECHNICAL SERVICES, LLC
INSTALLATION
I RoofshakeTm HW I Basic Wind Speed V„i�`� Max. 194 mph
(Sumas) ( Basic Wind Speed(Vesa Max. 150 mph___ --j
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
_ req
j construction. _
I ( Deck Non-_ )HVFiZ : ( Solidly sheathed.in accordance with FBC uirements-�
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 (Non-HVHZ): Installed with 5-7/6 inch exposure, in accordance with FBC '
requirements and manufacturer's published installation
instructions. Shingles shall be attached
g a hed using "4 Nail
C Pattern"detailed below.
Nail Line Common Bond
Standard Application
Requires 4 Nails
`7/8"
- - - - - - - - - - - - - NailFM7
•..1
Line
-�
5-7/8
( Figure 1. RoofshakeTm HW
4 Nail Pattern Non-HVHZ only)
IKO19002.2 FL30310-R2 Page 5 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.
• ®EEK IKO INDUSTRIES,LTD
j"t Asphalt Shingles
TECHNICAL SERVICES, LLC
ArmourshakeT"" Basic Wind Max. 194 mph
(Sumas) Basic Wind Speed Va,d)_ Max. 150 mph
Deck(HVHZ): ( In accordance with FBC requirements;
I Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction. _
I ( Deck Non-HVHZ): I Solidly sheathed in accordance with FBC requirements.
_Underlayment: I In accordance with FBC requirements. - �
Min. slope: i 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 "6 Nail Pattern" detailed
_ I below.
Installation (Non-HVHZ): Installed with 5-7/8 inch exposure in accordance with FBC i
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 Nails/Fasteners
Nail Line
Alignment
Notches
Figure 2. ArmourshakeTM
5 Nail Pattern (Non-HVHZ onlyL _._
Nailing—Steep Slopes/High Wind Areas Applications
Requires 6 Nails/Fasteners
Nail Line
Alignment Alignment
Notches 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.
REjl IKO INDUSTRIES,LTD
TT 11 Asphalt Shingles
TECHNICAL SERVICES, LLC
Royal Estate- ( Basic Wind Speed(Vui): Max. 194 mph
I (Toronto) ( Basic Wind Speed Vasa : I 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.
�._.—..._._�..-- y q-
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 pireater than 21:12. f
Installation(HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS i
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 in. exposure in accordance with FBC I
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below. I
(
Standard Application
Requires 4 Nails/Fasteners
(
- -----+-------------•------+
i
l Nails
Figure 4. Royal EstateTM
4 Nail Pattern (non-HVHZ only) ;
j
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
Nails
I
Figure 5. Royal EstateT"'
6 Nail Pattern
IKO19002.2 FL30310-R2 Page 7 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.
K IKO INDUSTRIES,LTD
CREEAsphalt Shingles
TECHNICAL SERVICES, LLC
1 Crowne Slate
Basic Wind Speed Vuit)_ Max. 194 mph i
i (Toronto) 1 Basic Wind Speed Vasa_I Max. 150 mph
Deck(HVHZ): i 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-HVHZL__ Solidly sheathed in accordance with FBC requirements.
I Underlayment__ In accordance with FBC requirements_ _ _ _1
Min.slope: f 2:12 and in accordance with FBC requirements Refer to
the manufacturer's application instructions when installing
I in les at sloes reaterthan 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 "5 Nail'
Pattern"detailed below.
Nail Line I
"10 EXPOSURE I
- 1 j
Standard Application
Requires 5 Nails/Fasteners %%
I
o Nail Line 10'
I �
Figure 6. Crown Slate
_ 5 Nail Pattern (Non-HVHZ on—y�! — f
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
DynastyT^" 1 Basic Wind S eed Wit: Max. 194 mph
(Calgary(Non-HVHZ), I Basic Wind Speed Vasa): I" Max. 150 mph _
{ Hawkesbury, Kankakee& TDeck(HVHZ): T 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 I construction.
Deck(Non-HVHZ): 1 Solidly sheathed in accordance with FBC requirements.
NordiCTM Underlayment: ! In accordance with FBC requirements. — �
j (Kankakee) TMin. slope: i 2:12 and in accordance with FBC requirements. Refer to
i
the manufacturer's application instructions when installing ,
and - _ _i shingles at slopes"greater than 21:12. . I
CRC Regency® I Installation(HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
j Shingles shall be attached using "6 Nail Pattern" detailed I
below. __ j
Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation
I` instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
ArmourZone
ArmourZone
Standard Application
Requires 4 Nails/Fasteners
common'Bond
zi__ -\I ,
,�'"
---------------------------------------------- 4rr
ArmourZone
7 E71
Figure 7. DynastyTm and Nord iCTM
4 Nail Pattern (non-HVHZ only)
"/4• i
1.1�4• ArmourZone
ArmourZone
Steep Slope/High Wind Applications 'l
Requires 6 Nails/Fasteners !—I
Common)Bond
I
i
ArmourZone
Figure 8. DynastyTm and NordiCTM
6 Nail Pattern
IKO19002.2 FL30310-R2 Page 9 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
1 K Asphalt Shingles
TECHNICAL SERVICES, LLC
_.._...__. -- ------- .. _ .......... ------ --- _
I Cambridge TM I Basic Wind Speed Vuit: Max. 194 mph _
(Calgary(Non-HVHZ), 1 Basic Wind Speed Vasd : ([Solidly
Max. 150 mph
Hawkesbury, Hillsboro, Deck(HVHZ): In accordance with FBC requirements;
Kankakee, Sumas, sheathed min. 19/32 in. plywood or wood plank for
Sylacauga,Toronto (Non- 1 new construction; Min. 15/32 in. plywood existing
HVHZ)&Wilmington) , construction. _
1 Deck Non-HVHZ_ Solidly sheathed in accordance with FBC requirements. j
and --.—..- -- — -- ;
Underlayment_ ( In accordance with FBC requirements.
j Min.slope: 1 2:12 and in accordance with FBC requirements. Refer to
i CRC BiltmoreT"" the manufacturer's application instructions when installing `
(Calgary(Non-HVHZ), _ shin les at slopes greater than 21:12. .
( Hawkesbury, Kankakee, —.-.-_..._-9 ..... g�--___..._........--.-- ._...._—.•--
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)) I Shingles shall be attached using T Nail Pattern" detailed
_ below. __ _ _
Installation (Non-HVHZ): I Installed with 5-7/6-'in. exposure in accordance with FBC i
! I requirements and manufacturer's published installation
IIII instructions. Shingles shall be attached using either"4 Nail
I_ Pattern"or"6 Nail Pattern"detailed below._
Nail Line Common Bond
Standard Application
Requires 4 Nails/Fasteners
7/8„ i
- - -
- - - - - - - - - - - Nail
Line
?
5-7/8
Figure 9. CambridgeTm and CRC BiltmoreT'"
4 Nail Pattern (non-HVHZ only)
Nail Line Common Bond
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
7/8,,
- - - - - - - - - - - -. Nail
Line
j 5-7/8
Figure 10. Cambridge TM and CRC BiltmoreT'"
_ 6 Nail Pattern
IKO19002.2 FL30310-R2 Page 10 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.
GD E E K IKO INDUSTRIES,LTD
j't Asphalt Shingles
TECHNICAL SERVICES, LLC
----- ----- ......_._..--- -- ---._... —
I CRC SuperglassTM 1 Basic Wind Speed V„it)_I Max. 194 mph
j (Calgary(Non-HVHZ), 1 Basic Wind Speed Vasd_ Max_150 mph -- — I
Hawkesbury,&Toronto Deck(HVHZ): ! In accordance with FBC requirements; I
(Non-HVHZ)) I 1 Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
and - construction. _ 1
_.-._..._..-
Deck(Non-HV— HZ): 1 Solidly sheathed in accordance with FBC requirements.
Underlaymen
MarathonTM Plus AR � _ -- 716,-accordance -- -------
I t_ with FBC requiremts en .
I (Calgary(Non-HVHZ), Min slope: 2:12 and in accordance with FBC requirements. Refer to
Hawkesbury, Hillsboro, i . the manufacturer's application instructions when installing '
Kankakee, Sumas(Non- I
HVHZ), Sylacauga& '- --- - -- I._shingles at slopes greater than_21:12. .
1 Installation(HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS
Toronto(Non-HVHZ)) i 115 and manufacturer's published installation instructions. i
and Shingles shall be attached using "6 Nail Pattern" detailed i
below.
i
i MarathonTM Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC I
requirements and manufacturer's published installation
I (Hillsboro&Sylacauga) instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
Standard Application
Requires 4 Nails/Fasteners j
i
1
1
i -- -------- ---- ----- —
i
I -
I
i
I
Sealant Strip
Figure 11. CRC SuperglassTM, Marathon TM Plus AR and Marathon TM
4 Nail Pattern (non-HVHZ only)
_...........-- ----- ..-..-.........-.....
_ ;
Steep Slope/High Wind Applications
i Requires 6 Nails/Fasteners
I
i
3
1
I
1
Sealant Strip
Figure 12. CRC SuperglassTM, Marathon TM Plus AR and MarathortTM
} — 6 Nail Pattern
_..-......—. _.. .....
IKO19002.2 FL30310-R2 Page 11 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.
CREEKIKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
_._.._..— -- -----.—.— - —-.—._.. ._-....._.._
I Hip&RidgeT" 12 ;_Basic Wind Speed(V„Ic): Max. 194 mph
(Kankakee&Sylacauga) I Basic Wind Speed Vasd): Max. 150 mph_
I Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed
and min. 19/32 in. plywood or wood plank for new construction;
I Min. 15/32 in. plywood existing construction.
Hip&Ridge PIUSTM Deck Non-HVHZ : Solidly in'accordance with FBC requirements.
——(—--_� .._..._�' --- _....._.... --q--
I (Calgary)
I Undgrlayment_ 1 In accordance with FBC requirements. I
(non-HVHZ only) -- -
Min.slope: I_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.
Perforation Marks
�Stert
Direction of prevailing wind
ere- I I
I I
o i
I
i I I
I I
i
Nails
1 1
00
1 5��1
1 1 _
• IT
I 1
1•Taper Cut
1 6-1/4°
1
Figure 13. Hip&RidgeTM 12 and
Hip&Rid elusTMjnon-HVHZ on!yj_
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.
it
CREEK IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
Hip and RidgeT"" I Basic Wind Speed V„It_I_Max. 194 mph_ _ —
(Sumas) 1 Basic Wind Speed VB sd_.I Max. 150 mph _..
Deck(Non-HVHZ): _:_Solid sheathed in accordance with FBC requirements. i
Underlayment: !. In accordance with FBC requirements.
I ( Min.slo e: + 2:12 and in accordance with FBC requirements.
_..I —� :............—_ —_._.._.._—._. --q—
Installation: Installed with 5-5/8 inch exposure, in accordance with the
! FBC and manufacturer's published installation instructions. I
The direction of the exposed end shall be away from the
(_prevailing wind__.._._....
---...._ Nails I
i 1
I I I
I 5-5/13" I
tart Direction ofprevailing wind13
here-
ti
q : I
I I
' 11 t,��I 1"Taper Cut
I
Perforation Marks V Optional Taper Cut
I.
-Emd
I I I I I I I
I I 1 I I I
l I I I I I
I
I I I I I I
I I I I I I
I I 1 I I I
I
I
i
_ Figure 14. Hip and Ridge TM (non-HVHZ only)
IK019002.2 FL30310-R2 Page 13 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.
CD E E K IKO INDUSTRIES,LTD
[� j� Asphalt Shingles
TECHNICAL SERVICES, LLC
i Armour Starter"m 1 Basic Wind Speed1V"it:!_Max. 194 mph I
(Sumas) I Basic Wind Speed (Vasa): 1 Max. 150 mph }
Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed j
i min. 19132 in, plywood or wood plank for new construction; J
Min. 15/32 in. plywood existing construction. II
----._.._..__
Deck Non-HVHZ : Solidl sheathed in accordance with FBC re uirements.
Underlaymerit: _( In accordance with FBC requirements_
I Min. slope:_ _ (_2:12 and in accordance with FBC requirements.
Installation:. Installed in accordance with the FBC and manufacturer's
i published installation instructions. Shall be attached with 1
1 l min. 1"x 12 g a. roofin9 nails with min.3/81=nch head._......_— _
Standard Application Requires 4 Nails/Fasteners
:
i.
s
Match Color 1
I
1 I STARTER COURSE to Selected
P and 13" from Each End Armourshake 1
Shingle
- Figure 15. Armour StarterT"' 1
Leading Edge PIUSTM ! Basic Wind Speed V it)_I Max_194 mph i
(Hawkesbury) : Basic Wind S eed Vasa Max. 150 mph i
Deck(HVHZ):. In accordance with FBC requirements; Solidly sheathed
1 min. 19/32 in. plywood or wood plank for new construction;
Min. 15/32 in. plywood existing construction. I
1 ! Deck Non-HVHZ : I Solidly sheathed in accordance with FBC requirements.
I-Underlayment: I nce_In accorda with FBC requirements. _ _I
j Min. slope:_ _ 2:12 and in accordance with FBC requirements. ?
i Installation: Installed in accordance with the FBC and manufacturer's i
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 1'from Each End
I
i
,
3"to 4"from Bottom I
i
Figure 16. Leading Edge Plus' —
IK019002.2 FL30310-R2 Page 14 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.
D IKO INDUSTRIES,LTD
1 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) 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 61G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 7ch Edition (2020) including High-Velocity Hurricane Zones(HVHZ)as evidenced in the referenced documents
submitted by the named manufacturer.
2020.10.22
QG,.�\ E N S�. �i'
-1' - = I. .az
14:10:00
No 74021
-04'00'
STATE OF
"0, .•. 141 Q : Zachary R. Priest, P.E.
��,��`�'•� O R G� � Florida Registration No.74021
��� , 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.
END OF REPORT
IK019002.2 FL30310-R2 Page 15 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.