HomeMy WebLinkAboutEvaluation Report Roofing 10-22-2020Certificate of Authorization No. 29824
CRE
17520 Edinburgh Dr
0 DTampa, FL 33647
TECHNICAL S y (813) 48073421
EVALUATION REPORT
Manufacturer:
Manufacturing Plants:
Quality Assurance:
SCOPE
FLORIDA BUILDING CODE, 7" EDITION (2020)
IKO INDUSTRIES, LTD
40 Hansen Rd S
Brampton, ON L6W 31-14
Canada
(905) 457-2880
www.iko.com
Calgary, Alberta
Hawkesbury, Ontario
Hillsboro, TX
Kankakee, IL
Sumas, WA
Sylacauga, AL
Toronto, Ontario
Wilmington, DE
PRI Construction Materials Technologies (QUA9110)
6•:
Issued October 22, 2020
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
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
1905
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)
I1<0-099=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 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.
w r i REEK
TECHNICAL SERVICES, LLC
IKO INDUSTRIES, LTD '
Asphalt Shingles
an!itY
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 Co�"structiori )i`(lateerials Technologies (TST5878)
IKO-131-02-01
TAS 107
2020
ASTM D
3161
2016
PRI Constructioh
7ec ologies (TST5878)
IKO-140-02-01
ASTM D
3462
2010A
PRI Construction
'Materia)
W1ate,,ial T :�o'ogies (TST5878)
IKO-148-02-01
TAS 100
1995
PRI Construction
Materialeh[ogles (TST5878)
IKO-153-02-01
TAS 100
1995
PRI Construction
Materials Tech ologies (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 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.
JCREEK
IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
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) 476T0O03 TAS 100
1995
PRI Construction Materials Technologies (TST5878) 4.76T0004 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) 476TOO22 ASTM b 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
PRODUCT DESCRIPTION
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.
Shingles shall be used in the non-HVHZ only.
Armourshake"' 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"m 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.
Dynasty'rm 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 I Page 3 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.
f) IKO INDUSTRIES, LTD '
{ Asphalt Shingles
TECHNICAL SERVICES, LLC
Cambridge"m 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.
Marathon'rm 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 & RidgeTA° 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 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 ArmourshakeTM 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.
IK019002.2 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.
CREEK
TECHNICAL SERVICES, LLC
INSTALLATION
IKO INDUSTRIES, LTD
Asphalt Shingles
RoofshakeTm HW Basic Wind Speed (V.it)-. Max. 194 mph
(Sumas) 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): 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 (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.
Standard Application
Requires 4 Nails
Nail Line Common Bond
Nail
Line
Figure 1. RoofshakeTM' HW
4 Nail Pattern Non-HVHZ on
5-7/8
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.
IKO INDUSTRIES, LTD
CREEKAsphalt Shingles
4• +n TECHNICAL SERVICES L.LC
ArmourshakeTM
(Sumas)
Basic Wind Speed ,it): I Max. 194 mph
- ..__.......__... _..........r................. .........................._....
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): Solidly sheathed in accordance with FBC requirements_
--....---.._... _.._. _.__....__.._ .-----+- — . _.
Underlayment: _ _
I In accordance with_ FBC requirements.
1.------ - ...... _.__...... .
Min. slope:
i 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
than 21:12.
_............_..... _..._-._..._._......-.__.._._..) ._...—_......_..
shingles at slopes greater
__........................ ...... .
Installation HVHZ :
p. ................ _.................._...._.... _._..................-........
i 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
:..........................
below.
............... ... ..... .............................._..........................................
Installation (Non-HVHZ):
Installed i 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
"6
Pattern" or Nail Pattern" detailed below.
Standard Application
Requires 5 Nails/Fasteners
Nail Line
Alignment
a Notches
Figure 2. ArmourshakeTM
5 Nail Pattern (.Non-HVHZ on
Nailing — Steep Slopes/High Wind Areas Applications
Requires 6 Nails/Fasteners
IKO19002.2 FL30310-R2 Page 6 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
TECHNICAL SERVICES, LLC
IKO INDUSTRIES, LTD
Asphalt Shingles
Royal EstateTM' Basic Wind weed (V„it): ( Max. 194 mph
(Toronto) Basic Wind Speed (VaSd): 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.
Derck (Non-HVHZI: —1 Solidly sheathed in accordance with FBC reouirements.
Undeda 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 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 5-7/8 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.
Standard Application
Requires 4 Nails/Fasteners
Nails
Figure 4. Royal Estate TM
4 Nail Pattern (non-HVHZ of
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
Nails
Figure 5. Royal EstateTM"
6 Nail Pattern
IK019002.2 FL30310-112 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.
i 2
IKO INDUSTRIES, LTD'
i CREEK Asphalt Shingles
TECHNICAL SERVICES, LL+C
_..._..._............................... _...-----..................... -_. r._....- - ..__.... - - -- -- - ...._._... r_ _ ----._....._._.._._..- - -._.._._...__.............. _.................. ......._.__...... ...._.... _.... _.... ----....... -... _.......... -- .........
,
Crowne Slate i Basic Wind Speed.(Vot):....._."r_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): i Solidl sheathed in accordance with FBC requirements_
._...__..._......- - ...__...-....- ...................__.....- .._y
Underlayment: I In accordance with FBC requirements.
---.....---_... --- -- --........ r--.............._........._._.__._..._._._._..............._........._._.----......_------ ........_.....
Min. slope: j 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 "5 Nail
Pattern" detailed below.
................................................ ..._.........._............_............................._........................................................._......._._-_.._..........._.... _ _ ............................... .......... ................. _..........................
Standard Application
Requires 5 Nails/Fasteners
I1<O19002.2
Nail L"
ail Line
Figure 6. Crown Slate
5 Nail Pattern (Non-HVHZ o
FL30310-R2
Page 8 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
meµ' TECHNICAL SERVICES, LLC
IKO INDUSTRIES, LTD
Asphalt Shingles
DynastyTm Basic Wind Speed IV„11). I Max. 194 mph_
(Calgary (Non-HVHZ), Basic Wind Speed (Vasd)__ 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)_ J Solidly sheathed in accordance with FBC requirements.
NordicTm 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 "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 T Nail Pattern" detailed below.
1-1/4'
Standard Application
Requires 4 Nails/Fasteners
-----------------------------------------
I ArmourZone
Figure 7. Dynasty""" and NordicTM
4 Nail Pattern (non-HVHZ only)
c m
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
r4"
"1ourZone
Figure 8. DynastyTm and NordicTm
6 Nail Pattern
1-1/4-
ArmourZone
5-7/8"
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.
�7CREEK
-' TECHNICAL SERVICES, LLC
Cambridge TM
(Calgary (Non-HVHZ),
Hawkesbury, Hillsboro,
Kankakee, Sumas,
Sylacauga, Toronto (Non-
HVHZ) & Wilmington)
and
CRC BiltmoreTM
(Calgary (Non-HVHZ),
Hawkesbury, Kankakee,
Sumas (Non-HVHZ) &
Toronto (Non-HVHZ))
IKO INDUSTRIES, LTD
Asphalt Shingles
Basic Wind Speed (V„it):
;_Max. 194 mph
..._..... ............
Basic Wind.Speed (Vasa)....._t.,,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):
...................... _. _.......... . ..................... _. -...
1 Solidly sheathed in accordance with FBC requirements.
UnderlaymenL_ _
In accordance with FBC requirement ....................... -- ._.....— ..... _..........
Min. slope:
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
.. —_
r shingles at slopes greater than 21:12. .
�_------.._._. ..................... _
Installation (HVHZ):
I Installed with 5-7/8 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
j 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
j Pattern" or "6 Nail Pattern" detailed below.
Nail Line Common Bond
Standard Application
Requires 4 Mails/Fasteners
Nail
Line
Figure 9. CambridgeTM and CRC BiltmoreTM
4 Nail Pattern (non-HVHZ only)
Steep Slope/High Wind Applications
Requires 6 Mails/Fasteners
Nail
Line
Nail Line
Figure 10. Cambridge TM and CRC BiltmoreTM
6 Nail Pattern
5-7/8
Common Bond
5-7/8
IKO19002.2 FL30310-132 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.
® M14y� CREEK
n' TECHNICAL SERVICES, LLC
IKO INDUSTRIES, LTD
Asphalt Shingles
CRC Superglass"m
i Basic Wind Speed V„ic :
Max. 194 mph
I Basic Wind Speed (Vasd):
Max. 150 mph
(Calgary (Non-HVHZ),
—Deck (HVHZ):
In accordance with FBC requirements;
Hawkesbury, & Toronto
(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.
Marathon""' Plus AR
_
Underlayment:
In accordance with FBC requirements.
(Calgary (Non-HVHZ),
Hawkesbury, Hillsboro,
Kankakee, Sumas (Non-
HVHZ), Sylacauga &
Toronto (Non-HVHZ))
Min. slope:
i
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 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
and
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
MarathonTM'
(Hillsboro & Sylacauga)
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
Standard Application
Requires 4 Nails/Fasteners
Sealant Strip
Figure 11. CRC SuperglassTM, MarathonTM Plus AR and Marathon TM
4 Nail Pattern (non-HVHZ only)
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
Sealant S
Figure 12. CRC SuperglassTM, MarathonTm Plus AR and Marathon TM
6 Nail Pattern
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
TECHNICAL SERVICES, LLC
Hip & Ridge TM 12
(Kankakee & Sylacauga)
and
Hip & Ridge PlusT°"
(Calgary)
(non-HVHZ only)
Basic Wind Si
Basic Wind Si
Deck (HVHZ):
Deck Non-HV
Underlayment:
Min. slope:
Installation:
Stark Direction of prevailing wind
here—
IKO INDUSTRIES, LTD
Asphalt Shingles
Max. 194 mph — _
_...—.....- - __.._................. ..__..._.... .........
---...---- ..._..—---.—._.._.
Max. 150 mph...........................__._......._..._...._..........._-_................... ....... .......................................----...__..._._............................_.—..._.__.............
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.
.........._ ......-
Solidly sheathed in accordance with FBC requirements.
..............._
_.
In accordance with FBC requirements.
_........._ _ .. ... _
2:12 and in accordance with FBC requirements. _
--._.............. .. .. ......... .. .. .. .
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.
Flails
Perforation Marks
m
e '®
i o
d � A
� B
l '
I
1 1" Taper Cut
I
I
Figure 13. Hip & RidgeTM 12 and
IKO19002.2 FL30310-R2 Page 12 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, recommendeduse, or other product attributes that are not
specifically addressed herein.
r
����� IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
Hip and RidgeTTM Basic Wind Speed ;V : j Max. 194 mph
(Sumas) Basic Wind Speed (Vasd): Max. 150 mph
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.
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.
• Nalls
Fn]
Direction of prevailing wind
Perforation Marks
14. Hip and Ridge TM
I I
1"Taper Cut
1" Optional Taper Cut
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.
A� CREEK
TECHNICAL SERVICES, LLC
IKO INDUSTRIES, LTD
Asphalt Shingles
Armour Starter"' ! Basic Wind Speed (V„ l�, ^ Max. 194 mph
-'-- ''---'— _._............... ---.................... _........ ----"--"
(Sumas) I Basic Wind Speed �Vasd) I Max 150 mph
r----'------ _ -......._.._.....__.. .._._........___._._._.
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 construction.
I--'---- " - -.._....__......................_........_...._.._...... _...... .............. _...-----............
Deck (Non-HVHZ): Solidi sheathed in accordance with FBC requirements.
-d--------'---...)....._..--'-'-i----'-- Solidly sheathed ................_....._._........._ ---_.—_._.....q ......._9...... .
Underlayment: i In accordance with FBC requirements.
Min. slope: ............... ___ __ _ 2:12 and in accordance with FBC requirements__ ..........._...............
t.......... _.............._.._.... ........
I Installation: Installed in accordance with the FBC and manufacturer's
I j published installation instructions. Shall be attached with
............ .................. .......................... ............. .................................... ......... _......_.............. .......................... min.. ... 1..,._X.....Z.._9a..._roofing.._nails with min...3/8-inch head...............
Standard Application Requires 4 Nails/Fasteners
1" and 13" from Each End
"�-7
Match Color
to Selected
Armourshake
Shingle
Figure 15. Armour Starter TM
Leading Edge Plus rm 1 Basic Wind Speed (V„ it)
...................._._........... .....__...__
(Hawkesbury) j Basic Wind Speed..(
I Deck (HVHZ):
Deck .(Non-HV
_..._..__.........._.._......
.....
Underlayment:
Min. slope:
Installation:
Max. 194 mph...........................__......._._..._..--.._........._._. __.___._._. I._.._.._..x....__.._._.__.......... _.__......._._;
Max. 150 mph. —'-- ..................
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._
.__........._.._......._..._................_...-.. ...... ............_...._....... _..
Solidly sheathed in accordance with FBC reuirements.
..............._...----..._..._......_..........__....._.__.-._ .. _._. ...................
In accordance with FBC requirements.
............................._........................................................................._._..............................................................................
2:12 and in accordance with FBC requirements_
.--.__._......_._.......--...... --....__.......-- ._._..._....
Installed in accordance with the FBC and manufacturer's
published installation instructions. Shall be attached with
min. 1" x 12 qa. roofing nails with min. 3/8-inch head.
Standard Application
Requ,res 4 Nails �astene';
1' from Each End
1
t
1
e
Figure 16. Leading Edge Plus"'
3' to 4" from Bottom
IKO19002.2 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.
CREEK
t TECHNICAL SERVICES, LLC
LIMITATIONS
IKO INDUSTRIES, LTD '
Asphalt Shingles
1) Fire Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements.
3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ.
4) 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.
��t,RY ',I p %'R�����
No 74021
53 '. STATE OF 14/�
-OT�SA,� O R , O P \�,��
0 N A�
CERTIFICATION OF INDEPENDENCE
2020.10.22
r
14.10.00
04'00'
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE11669
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
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.