HomeMy WebLinkAboutASPHALT SHINGLE (3) Certificate of Authorization No.29824
CREEK17520 Edinburgh Dr
Tampa,FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,C EDITION(2017)
Manufacturer: IKO INDUSTRIES, LTD Issued August 15, 2019
40 Hansen Rd S
Branpton,ON L6W 3H4
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(QUA1860)
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
Entity 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) IKO-099-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) iKO-100-02-01 TAS 107 1995
PRI Construction Materials Technologies(TST5878) IK0-114-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-115-02-01 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-117-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-120-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IKO-121-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IKO-123-02-01 ASTM D 3161 2016
IK019002 FL30310 Page 1 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK IKO INDUSTRIES,LTD
Asphaltsphalt Shingles
TECHNICAL SERVICES, LLC
Entity Report No. Standard Year
PRI Construction Materials Technologies(TST5878) IKO-125-02-01 TAS 107 1995
ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-126-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-127-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) 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) 1KO-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(TS75878) 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 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation,recommended use, or other product attributes that are not
specifically addressed herein.
CREEK IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES,LLC
Entity Report No. Standard Year
PRI Construction Materials Technologies(TST5878) 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.
NordicT"" 13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Kankakee) architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Cambridge TM 13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Calgary, Hawkesbury, architectural asphalt shingle surfaced with 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 TM 12 13-1/4"x 36", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt hip and
(Kankakee&Sylacauga) ridge shingle surfaced with granules and perforated every 12-inches complying with
ASTM D 3462.
Armour 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.
IKO19002 FL30310 Page 3 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
INSTALLATION
......................................_.............._................................,............................................................................._.................................,............._................._......................................._........................................................_......,......................................................._..................................I...........
�
j ArmourshakeTm Basic Wind..S.p..eed....�Vvit)__._...1._.Max._194..mP...�....._..................._._..._.........................................................._...................................__...........................................
__ .__........_.......I....._.
(Sumas) : Basic Wind Speed�Vasa): 1 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. 15132 in, plywood existing
construction. _. _
..........................................._............._.._................_.........................,......................................._............._................._.........._................._..............._. ......................................... ............ .....
I Deck(Non_HVHZ): ` Solidly sheathed in accor . ._..__........._.......I......._
Underlayment _ In accordance with FBC requirements, _
i Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21r12. _. .. _..... .
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..- ._... ._._...-....__.._..........._..........._............._...._......................_..........................._.............._...._............._.........................
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
s..........._.... .._...........__.__.._.__-.._._...t.__.__......_......._.._.._........._.....__.................._..........._._..._._l_Pattern or"6 Nail Pattern"detailed below._..............._......_..........____..._................
t
Standard Application
Requires 5 Nails/Fasteners
Nail Line
i
i
3
Alignment
"Notches
i
3
f
i
Figure 1. ArmourshakeTM
5 Nail Pattern Non-HVHZ only)
3 �
Nailing—Steep Slopes/'High Wind Areas Applications
Requires 6 Nails/Fasteners
Nail Line
Alignment Alignment
Notches Notches
i
Figure 2. ArmourshakeTm
6 Nail Pattern __...._...-_.....
___.._
IK019002 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
IKO1Asph Asphalt
LTC?
K n Asphalt Shingles
TECHNICAL SERVICES, LLC
..................................._...._._....--......_...........__.__.._...._......................_................... ...................................................._..__.............w._........____.._..__..._.._._..._.__............_..._._.._..........._.......... _._...._... _ ..._._....__.._.__....... ._____..._..._...,
Royal EstateT"' Basic W ind._Speed....(uvtt)..........__Max...
.....1...9....4.
1_.9..?iiph...................._ ...._..--_........._........
._.._.........._............
......
.................
...
.......
_.
(Toronto) : Basic Wind Speed..(Va �, :_Max_15t7„mph_..__...._.._._... _..._..._...._ _-_.....___._._..................................
._. '
.. __... _
Deck(HVHZ): ` In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing
..................... -...__.._......-.........._.._...........................-......_construction.
. ............_......_............._..._......................._............................_.............._........................._............................................
; Deck iNon-HVHZ): Solidly sheathed in accordance with FBC requirements.
_.....W.....�.. - ._...
l Underlayment In,accordance with FBC requirements.
.. .. ..................................- ..
i Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
i shin les at slopes ea...erthan_21 12...............- a
( }............. 9... ........ ............P..........gr t p ;
_......_
Installation HVHZ : Installed with 5-7/8 in. ex osure 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.
......................................_....w...._........_....._.�__._....._....... _ ----
_.._— __.._.._..._.__._........_._.... _ _......_......._..__.................._.__..._........_.........._........_..
i
i
Standard Application
Requires 4 Nails/Fasteners
----- ------ ------
Nails
Figure 3. Royal EstateTm
4 Nail Pattern (non-HVHZ only)
Steep Slope/High Wind Applications
Requires6 NaltslFasteners
r
Nails
Figure 4. Royal EstateTM
6 Nail Pattern
1KO19002
FL30310 Page 5 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.
1
CREEK IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
.................. .....................11............. ........................................................................................ ............................ ............................................................................................................................................................................... ....................
1 DynaStyTM :....Basic Wind Speed(VLl Max. 194 mph
.................................................................1)............................................... .............................................................................. ...............................................................................................
9? (Calgary(Non-HVHZ), Basic Wind Speed( asg).: 1 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. 15132 in. plywood existing
and construction.
.......................................... ............. ......................... ....................---........... ............................. .....................................................................--...................
Deck(Non-HVHZ): 1 Solidly sheathed in accordance with FBC requirements.
.....sheathed......................................................................................................requirements.
.........................................
........................
NordicT11 In accordance y��.fp!q..Eqqyirements.
Underlavment:
................................ ................ ...........................
.........slope:
.............. ..................................
(Kankakee)
Min.slope: 2:12 and in accordance with FBC requirements. Refer to 1
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12. .
...........................-............
..................................................................................................... ...................I................. ................... .........................................................................................................
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.
..........11.11.1..................
.................. -----------------------------HV ................................................................----......................... .......... .................................................
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.
...................................................
................................................................ ....................— ............................................................. ....... ...............................
W14-
Standard Application
Requires 4 Nails/Fasteners
XI
Common Bond
77. ---
..... ... .... . .
-- ----- --- ----...- ------------- ---
-----------------------------------------------
ArmourZone
%
Figure 5. DynaStyTM and Nordic"'"
4 Nail Pattern Aljqn�- 'Y� My
.............
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
camm*n Band
-- --------
14/4'
ArmourZone
Figure 6. DynaStyTm and Nordic-Im
6 Nail Pattern
L ................................................... .......... ............................. ................... ........................................................................................................................ ........
IK019002 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.
CREEK IKO INDUSTRIES,LTD
Asphalt Shingles
I TECHNICAL SERVICES, LLC
.j..............................................T m........................-................. ............... .....................................................1................ ................................................................................................
................................................................--.............................................................................................
Cambridge :..._Basic Wind.Speed... .............Max. 194..mph.................. ........... I
............
(Calgary(Non-HVHZ), Basic WindSp 1...Max. 150 m h...................
I
I Hawkesbury, Hillsboro, ' Deck(HVHZ): n accordance with FBC requirements;
Kankakee, Sumas, Solidly sheathed min. 19/32 in. plywood or wood plank for
Sylacauga,Toronto(Non- new construction; Min. 15/32 in. plywood existing
HVHZ)&Wilmington) construction.
.............- ............. ........... .............................. ............ ........................... ...................... .................... .......................... .........
Solid
........... ........requirements........
qqck(Non-HVHZ): ................. !y hed in accordance with-F.BC
.............................................................. ............. .............................. ..............................................
and nt:Underlayme In accordance With FBC requirements.
...................
.............I.................................................................................................I.....................I.........................................................requirements.
........................................................................
Min.slope: 2:12 and in accordance with FBG requirements. Refer to
CRC BiltmoreTm
the manufacturer's application instructions when installing
I (Calgary(Non-HVHZ),
shinqles at slopes greater than 21:12. .
................ ..................... shingles..................................... .............................................................................................................................................................
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))
1 Shingles shall be attached using "6 Nail Pattern" detailed
below.
--------------.............
......................... ................................................J...... ..FBC....
4
Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
.................. ......................
Nail Line Common Bond
Standard Application
Requires 4 Nails/Fasteners
7/8f.
/- - - - Nail
Line •
S-7/8
Figure 7. CambridgeT m and CRC BiltmoreTM
4 Nail Pattern (non-HVHZ only)
..........
................................................................................................
Nail Line Common Bond
Steep Slope/High Wind Applications
Requires Nails/Faster)ers
7/8
Nail
Line
-7/8
T M
Figure 8. Cambridge m and CRC BiltmoreT
6 Nail Pattern
............................-------------------- ......
IK019002 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.
INDUSTRIES,LTD
CREEK IKO Asphalt Shingles
I TECHNICAL SERVICES,LLC
................ ..............................I........................... .................I............................................ .......................................................,.............. ........... .................... .................I......................................-1.1..........
CRC Superglass"m Basic Wind Speed(V,,It): 1 Max. 194 m
.............................................1................................................... ................I..............P ....................................... .................... ......................-........... ...............................................................
(Calgary(Non-HVHZ), Basic Wind Speed Wasd): 1 Max. 150 mph
x
.................... ................... .........................................................mph... ...........................................�................-.............................................-.....................................
Hawkesbury, &Toronto
Deck(HVHZ): In accordance with FBC requirements;
(Non-HVHZ))
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing
and
construction.
............................. ..............
................................ ...................
........................ ........................................... .............................. .............
V142i.,-, I.. ........
-H
Solidly sheathed in accordance with FBC requirements.
Peck(Non-HVHZ);......................
MarathonTm Plus AR .................................
Underlayment:
In accordance with FBC requirements............................................................................... ............................... ..... requirements.
...........__................
(Calgary(Non-HVHZ), Min.slope:
...........Refer-' -..........
2:12 and in accordance with FBC requirements. 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 manufacturers published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
and
.............
below.
.................. ........................._...................................................................................................
Marathon TM Installation (Non-HVHZ): Installed with 5-718 in. exposure in accordance" with FBC(Sylacauga) 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
- ------- --
Sealant Strip
SS TM, TM TM Figure 9. CRC Supergla Marathon Plus AR and Marathon
4 Nail Pattern (non-HVHZ only)
— ---------- ----------....... ................-
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
Sealant Strip
Figure 10. CRC SuperglaSS TM, MarathonTM Plus AR and MarathonTM
6 Nail Pattern
.............__.__._....................
........... ............
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.
CREEK IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
.. ..
....._....................................................._. __...._.._........_.._..._.............._....._....._...........................__._........ .__.._._.__......_..._............ .-.._..............................................................-..................................._..........................................
,
`.
Hip&Ridge M 12 i Basic Wind Speed.. _........€_._Max. 194 m..h.........................................................................................................................................................................................
I?._ . (.. .) P
(Kankakee&Sylacauga) ..Basic Wind.._S.P...eed....(Vasaa.......1...._Max...._50.._mPh..........__.........................._..............._........_........I....... .... ....
Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed
min. 19/32 in. plywood or wood plank for new construction;
..................._................_.._.._._......_.
......................................_........Mine_15/32._in.....AlYv"...................... ............
OOd 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 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.
i
Perforation Marks
tart Direction of prevailing wind ! �
ere— I '
1 I
I i I
t rr��r--��� I 1
{ ' ] D
i
Nails
Oo
1 •
1
{
1"Taper Cut
1 6 114" 1
i
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Figure 11. Hip&Ridge"m 12
IKO19002 FL30310 Page 9 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
...................................................................._..._............................._..................................................._....................................................,.........................-............._.................................................................................._..........................._.........................................._.........................I............
..........q
Armour Starter"m Basic Wind Speed _.Max. 194 mph _..,.._........
,. _....._._...._.........._...._..----......_... _._.._........... .............
(Sumas) :..._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;
i......_................._.......__ .__.___._._._-...............___..-._.. _.Min^15f32in_pl�!wood„existin.._construction._---......___......._.
Deck Non-HVHZ): Solidly sheathed in accordance with ...-........... ....
lJnderlayment 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
i ...-min. 1"._X..1 ._9a..._roofin _nails with min.3/8;inch head.
.................._..................._.................................._.._..............................-........ _. ......... .............. . .._.......................................................
;
Standard Application Requires 4 Nails/Fasteners
Match Color
i STARTER COURSE to Selected
1" and 13" from Each End Armourshak+e
Shingle i
i
Figure 12._Armour Starter"'"
.....__......_.�.__ _—._—.---------------__...._....____.__-p_...__....__�...._._«-=-----__...._.__.._ _4...__..._..._.__....._.._..___..___-_.._._._......._......___....__........ __.—_.. .Y.
Leading Edge PlusT"" _ Basic Wind Speed V„: _Max. 194 m h
.._.._------- -- -.. _.-_...-......._...._..._...._...._....._._.. _.._.._—---.._...... ------------
Basic Wind Speed YaSaZ_ 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. _
...-_.._....__......._....._....._._.__._...-...._....._............._ .-_.______
Undedayment: ; In accordance with FBC requirements
v _
Min.slope: _ 2:12 and in accordance with FBC requirements. _
Installation: i Installed in accordance with the FBC and manufacturer's
published installation instructions. Shall be attached with
min.V x 12 qa_roofing nails with min.3/8-inch head.
t
I b�_
Standard
i �4i�3lF1F5,". 'sC r imm Irk i
i
i
j
i
t aka yy 3
# W#rt fmmviatt
I
....................__. _.-._........... _.____._._._ .—__.._______.__Figure.. leading Edge Plus""" .......-.
IK019002 FL30310 Page 10 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.
0 CREEK IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements.
3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ.
4) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
5) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck.
6) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail.
7) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code,6th Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
41, 2019.08.15
;,�tiPG•`'��ENSF ��s''', ����---�- 14.22:07
No 74021
= -04'00'
-, STATE OF '•I/
��0,�•.•.o Q .'���� Zachary R. Priest, P.E.
�'��FS;• O R (jN � Florida Registration No. 74021
14 �NAti� ��� 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 FL30310 Page 11 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.