HomeMy WebLinkAboutProduct Approval (2) Certificate of Authorization No. 29824
CREEM17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,6T"EDITION(2017)
Manufacturer: IKO INDUSTRIES, LTD Issued August 15,2019
40 Hansen Rd S
Branpton, ON L6W 31-14
Canada
(905)457-2880
Manufacturing Plants: Calgary,Alberta
Hawkesbury, Ontario
Hillsboro,TX
Kankakee, IL
Sumas,WA
Sylacauga,AL
Toronto, Ontario
Wilmington, DE
Quality Assurance: FM Approvals(OUA1860)
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
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
Enifty Report No. Standard Year
FM Approvals(TST1867) 3036971 FM 4475 2010
FM Approvals(TST1867) 3040947 FM 4475 2010
ASTM E 108 2011
FM Approvals(TST1867) 3041689 FM 4475 2010
FM Approvals(TST1867) 3044376 FM 4475 2010
FM Approvals(TST1867) 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)ST5878) IKO 099 02 01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-100-02-01 TAS 107 1995
PRI Construction Materials Technologies(TST5878) IKO-114-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-115-02-01 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-117-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-120-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IKO-121-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IKO-123-02-01 ASTM D 3161 2016
IK019002 FL30310 Page 1 of 11
This evaluation report is provided for State of Florida product approval under Rule 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
Asphalt Shingles
TECHNICAL SERVICES, LLC
Enti Report No. Standard Year
PRI Construction Materials Technologies(TST5878) IKO-125-02-01 TAS 107 1995
ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-126-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-127-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IKO-128-02-01 TAS 107 1995
ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-129-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IKO-130-02-01 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-131-02-01 TAS 107 1995
ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-140-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IKO-148-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-153-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-171-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IKO-171-02-02 TAS 107 1995
ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-171-02-03 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-198-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IKO-198-02-02 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-198-02-03 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-199-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IKO-199-02-02 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-199-02-03 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-201-02-01 ASTM D 3462 2010A
ASTM E 108 2011
ASTM D 3018 1990(R94)E1
PRI Construction Materials Technologies(TST5878) IKO-201-02-02 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-201-02-07 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-202-02-01 ASTM D 3462 2010A
ASTM E 108 2011
ASTM D 3018 1990(R94)E1
PRI Construction Materials Technologies(TST5878) IKO-202-02-02 TAS 107 1995
ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-202-02-07 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-203-02-01 ASTM D 3462 2010A
ASTM E 108 2011
ASTM D 3018 1990(R94)E1
PRI Construction Materials Technologies(TST5878) IKO-203-02-02 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-203-02-07 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-205-02-01 ASTM D 3462 2010A
ASTM E 108 2011
ASTM D 3018 1990(R94)E1
PRI Construction Materials Technologies(TST5878) IKO-205-02-02 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-205-02-07 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-206-02-01 ASTM D 3462 2010A
ASTM E 108 2011
ASTM D 3018 1990(R94)E1
PRI Construction Materials Technologies(TST5878) IKO-206-02-02 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) 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) 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) 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
IKO19002 FL30310 Page 2 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
-: IKO INDUSTRIES,LTDE Asphalt Shingles
TECHNICAL SERVICES, LLC
Enti Report No. Standard Year
PRI Construction Materials Technologies(TST5878) 476T0043 TAS 100 1995
PRI Construction Materials Technologies(TST5878) 476T0044 ASTM D 3462 2010A
ASTM D 3018 1990(R94)E1
PRI Construction Materials Technologies(TST5878) 476T0045 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) 476T0046 TAS 100 1995
PRODUCT DESCRIPTION
ArmourshakeTM 18-1/2" x 37-3/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Sumas) architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Royal 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.
DynastyTM 13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Calgary, Hawkesbury, architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Kankakee&Sumas) Shingles manufactured in Calgary and Sumas shall be used in the non-HVHZ only.
NordiCTM 13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Kank architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
CbridgeTA° 13-3/4° x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
esbury, 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.
Kankakee,Sumas& Shingles manufactured in Calgary and Toronto shall be used in the non-HVHZ only.
Toronto)
CRC Superglass@ 13-1/4" x 39-3/8", ASTM D 3161, Class F self-sealing, 3-tab asphalt shingle with
(Calgary, Hawkesbury& fiberglass mat coated on both sides with asphalt and surfaced with granules complying
Toronto) with ASTM D 3462. Shingles manufactured in Calgary and Toronto shall be used in the
non-HVHZ only.
Marathon 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)
Marathon TM 13-1/4" x 39-3/8", ASTM D 3161, Class F self-sealing, 3-tab asphalt shingle with
(Sylacauga) fiberglass mat coated on both sides with asphalt and surfaced with granules complying
with ASTM D 3462.
:Hip&Ridge]TM12Dauga)
13-1/4" x 36", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt hip and
kakee ridge shingle surfaced with granules and perforated every 12-inches complying with
ASTM D 3462.
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 FL30310 Page 3 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
IKO INDUSTRIES,LTD
CREEKAsphalt Shingles
TECHNICAL SERVICES, LLC
INSTALLATION
ArmourshakeTM Basil--- c 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.
j Underla ment: In accordance with FBC requirements.
fMin.slope: 2:12 and in accordance with FBC requirements. Refer to
I 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
below.
(Non-HVHZ):
._ ._..........- --...............— ............_.
Installation Non-HVHZ): Installed with 5-7/8 inch exposure in accordance with FBC
requirements and manufacturer's published installation
i instructions. Shingles shall be attached using either"5 Nail
Pattern"or"6 Nail Pattern"detailed below.
Standard Application
Requires 5 NaiWFasteners
Nail Line
Alignment
__-- -- --_-_-- - -- Notches
i
Figure 1. ArmourshakeTM
5 Nail Pattern Non-HVHZ only)
Nailing-Steep Slopes/High Wind Areas Applications
Pc-4uires 6 Nails/Fastoners
Nail Line — xAN"---�
Alignment Alignment
Notches ' z-W// Notches
Figure 2. ArmourshakeTM
6 Nail Pattern
IKO19002 FL30310 Page 4 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
Royal Estate TM Basic Wind Speed (V„it): Max. 194 mph
(Toronto) Basic Wind Speed Vasd_ 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.
Underlayment In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ): Installed with 5-7/8 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
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
a -
- - - - i- - - -s- -- • - - r
Nails
Figure 3. Royal Estate T"
4 Nail Pattern (non-HVHZ only)
Steep Slope/High Wind Applications
i Requires 6 NaiWr-*asteners
Nails
Figure 4. Royal Estate TM
6 Nail Pattern
IKO19002 FL30310 Page 5 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
IKO INDUSTRIES,LTD
` CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
DynastyTM Basic Wind Speed (V,,It): Max. 194 mph
(Calgary(Non-HVHZ), -Basic Wind Speed Vasd : Max. 150 mph I
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 : Solidlysheathed in accordance with FBC requirements.
NordiCTM Underlayment_ 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
I
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.
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.
,am.
Aarnour�knv.�,_' ,
Standard Application
' Requires 4 Nails/Fasteners
Common Ro�nd
z I
----------------------------- '. �..
-----------------
17 7 ArmourZone
j Figure 5. DynastyTm and NordiCTM
4 Nail Pattern (non-HVHZ only)
-1
t.l;.i• AImou Zmie
AarnaorYon..ti,_' .,
Steep Slope/High Wind Applications PFJ
Requires 6 Nails/Fasteners e
Common`[iond�
_ _ _ __
- ----------- ------------ ------------- E
Armour Zone
Figure 6. DynastyTm and Nord iCTM
6 Nail Pattern
IKO19002 FL30310 Page 6 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
IKO INDUSTRIES,LTD
CREEKAsphalt Shingles
TECHNICAL SERVICES, LLC
Cambridge TM Basic Wind Speed(V,ic): ' Max. 194 mph
j (Calgary(Non-HVHZ), C Basic Wind Speed�Vasd : 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
I HVHZ)&Wilmington) construction.
Deck(Non-HVHZ): Solidly sheathed in accordance with FBC re uirements.
and Underlayment: 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), i 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
i instructions. Shingles shall be attached using either"4 Nail
I
i Pattern"or"6 Nail Pattern"detailed below.
Nail Line Common Bond
Standard Application li
Requires 4 Nails/F=asteners '
7/8"
- Nail- - - - - - - - - - - - - Line
I '
Figure 7. CambridgeT"" and CRC Biltmore TM 5-7/8
4 Nail Pattern (non-HVHZ only)
I Nail Line Common Bond
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners '
7/8"
- - - - - - - - - - - - Nail
Line
— 5-7/8
Figure S. CambridgeTm and CRC Biltmore TM
6 Nail Pattern
IKO19002 FL30310 Page 7 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
'i
I ,
CRE IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
CRC SuperglaSSTM !Basic Wind Speed (Vui,): ! Max. 194 mph
t (Calgary(Non-HVHZ), C_Basic Wind Speed (Vasa): Max. 150 mph_
Hawkesbury, &Toronto 4 Deck(HVHZ): In accordance with FBC requirements;
(Non-HVHZ)) Solidly sheathed min. 19/32 in. plywood or wood plank for
I new construction; Min. 15/32 in. plywood existing
I and .
I construction
............
__..._._.. _..............._ __._ —- -
Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
Marathon TM Plus AR UnderlaymentIn 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 T Nail Pattern" detailed
and below.
Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC
Marathon TM requirements and manufacturer's published installation
(Sylacauga) instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
Standard Application
Requires 4 Nails/Fasteners
EL� q Ji
jI
I
i
Sealant Strip
Figure 9. CRC SuperglassTM, Marathon TM Plus AR and Marathon TM
4 Nail Pattern (non-HVHZ only)
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
I
t7 - - --- - - - - - -- -
Sealant S
Figure 10. CRC SuperglassTM, Marathon TM Plus AR and MarathonTM
6 Nail Pattern
I
IK019002 FL30310 Page 8 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
i- EEK IKO INDUSTRIES,LTD
Asphalt
halt Shin les
TECHNICAL SERVICES, LLC
Hip&Ridge TM 12 Basic Wind Speed Veit : Max. 194 mph
(Kankakee&Sylacauga) 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; i
Min. 15/32 in. plywood existing construction.
Deck(Non-HVHZ): _Solidly sheathed in accordance with FBC requirements.
Underlayment: In accordance with FBC requirements. —�
Min.slope: 2:12 and in accordance with FBC requirements. i
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
--..._.� J_prevailing wind. -- -
Perforation Marks
Start Direction of prevailing wind 1
here-
Nails
1 1
00
1 i
i
,1 • 1
1 1
1"Taper Cut
1 6-1/4"
i
1
Figure 11. Hip & Ridge TM 12
IK019002 FL30310 Page 9 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
. � CREEK IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
Armour Starter TM 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 1
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: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements
Installation: Installed in accordance with the FBC and manufacturer's
published installation instructions. Shall be attached with
min. 1"x 12 O...roofing ng ails with min.3/8-inch head.
Standard Application Requires 4 Nails/Fasteners
I
t
Match Color
STARTER COURSE to Selected
1" and 13" from Each End Armourshake
Shingle
Figure 12.Armour Starter m j
-- _ — ......._ ......
Leading Edge PIusTM Basic Wind Speed (V„lt): Max. 194 mph
(Hawkesbury) Basic Wind Speed (Yasd): 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. i
Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
Underlayment: f In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements.
Installation: Installed in accordance with the FBC and manufacturers
published installation instructions. Shall be attached with
_ min. 1"x 12 ga. roofing nails with min. 3/8-inch head.
Standard Application 1
Recrusrla 4 flaflelFaviz.;r, ` •
t`from Each End
3'to 4"from Bottom'
I
Figure 13. Leading Edge PIuSTM
IK019002 FL30310 Page 10 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
IKO INDUSTRIES,LTD
CREEK 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, 6th Edition(2017) as evidenced in the referenced documents submitted by the named manufacturer.
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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 FL30310 Page 11 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.