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Home My WebLink AboutProduct Approval (2) ' Certificate of Authorization No.29824 CREEK 17520 Edinburgh Dr Tampa,FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,C EDITION (2017) Manufacturer: IKO INDUSTRIES,LTD Issued August 15, 2019 40 Hansen Rd S Branpton,ON L6W 31-14 Canada (905)457-2880 q, Manufacturing Plants: Calgary,Alberta �, q RECEIVED Hawkesbury, Ontario Hillsboro,TX DEC 15 1010 Kankakee, IL Sumas,WA Permitting Department Sylacauga,AL 5t. Lucie Countv 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) 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. CREEK IKO INDUSTRIES,LTD Asphalt Shingles TECHNICAL SERVICES, LLC EnOy 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 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK IKO INDUSTRIES,LTD Asphalt Shingles TECHNICAL SERVICES, LLC 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 ArmourshakeT 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 EstateT 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. Norc icT 13-314" 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. /'CarVbridge- 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. Hillsboro Sylacauga, pronto&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. Marathono" 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) MarathonT 13-1/4" x 39-3/8", ASTM D 3161, Class F self-sealing, 34ab asphalt shingle with (Sylacauga) fiberglass mat coated on both sides with asphalt and surfaced with granules complying with ASTM D 3462. Hip&RidgeT 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 StarterT 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 ArmourshakeT shingles. Leading Edge PlusT 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 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 specically addressed herein. CREEK IKO INDUSTRIES,LTD Asphalt Shingles TECHNICAL SERVICES, LLC, INSTALLATION ArmourshakeTm Basic Wind-Speed (V„it): Max. 194 mph (Sumas) Basic Wind Speed(Vnd): 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. C Underla ment: In accordance with FBC're uirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): Installed with 5-7/8 inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "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 instructions. Shingles shall be attached using either"5 Nail Pattern"or"6 Nail Pattern"detailed below. 5te11cla di4pplicaLion irdailsFast-nels flail'_Linta' '', - A11gnm�it NOW has'. Figure 1. ArmourshakeT°^ 5 Nail Pattern(Non-HVHZ only) hiaiiing,=`5feep,SlopesfNigh V1/1rtl-AieaSApplicitio>�s l'taquires S.Nai1slF�st�rtod�•, ,.Nall•ian`e• ;i411gnnieny . � - ;Atig�rnertt i�totciies:: Npicl es Figure 2. Armourshake- 6 Nail Pattern IKO19002 FL30310 Page 4 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 Royal Estate"m Basic Wind Speed(V.it): Max. 194 mph (Toronto) Basic Wind Speed(Vas): 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: 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 Pattem"or"6 Nail Pattem"detailed below. Sfi nda'r_A p, F2eq Uire5.4``N ails,7!Fa"s'tenes�: r,. .. .L' i I'JaiIS Figure 3. Royal Estate TM 4 Nail Pattern non-HVHZ only) Steep S op-G,HigFi'°1 ind,Applicat ins Requires 8(yafls�Fast;�ners= '-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 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 DynastyTm Basic Wind Speed(V„it): 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): _ Solidly sheathed in accordance with FBC requirements. Nordic"'" 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 shingles at slopes gLeater than 21:12. . Installation (HVHZ): Installed with 5-7/8 in. exposure in accordance with S- 115 and manufacturer's published installation instructionRAs. 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. 147�Gf7R%��•' T Standard Application Requires 4 Nails Fasteners z I. -_- •`:;ti?� i;Cvmmop B9rull � ---------------------------------------------- �ArmourZone Figure 5. DynastyTm and NordicTM 4 Nail Pattern non-HVHZ only) • Atmour3'cnR; �. Steep Slope/High Wind Applications - � 7 Requires 6 Nails/Fasteners 1 Cvm�iion S ,r -- ---------- - ----------- R ArmourZone •a�_5.7 Figure 6. DynastyTm and NordicTm 6 Nail Pattern IKO19002 FL30310 Page 6 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 CambridgeTm Basic Wind Speed(V„it): Max. 194 mph (Calgary(Non-HVHZ), Basic Wind Speed asd : Max. 150 mph Hawkesbury, Hillsboro, Deck(HVHZ): In accordance with FBC requirements; Kankakee,Sumas, Solidly sheathed min. 19/32 in. plywood or wood plank for Sylacauga,Toronto(Non- new construction; Min. 15/32 in. plywood existing HVHZ)&Wilmington) construction. Deck(Non-HVHZ): — Solidly sheathed in accordance with FBC requirements. and Underlayment: In accordance with FBC requirements. CMin.slope: 2:12 and in accordance with FBC requirements. Refer to CRC BiltmoreTm the manufacturer's application instructions when installing (Calgary(Non-HVHZ), E shingles at slopes greater than 21:12. . Hawkesbury, Kankakee, Installation(HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS Sumas(Non-HVHZ)& 115 and manufacturer's published installation instructions. Toronto(Non-HVHZ)) Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail [Pattem"or"6 Nail Pattem"detailed below. Standard Application Requires 4 Nails/Fasteners \) p - - - - - - - - - - - - - Nail y Line - Figure,7. CambridgeTm and CRC BiltmoreTM 4 Nail Pattern (non-HVHZ only) I ll'ine ommota Bond: Steep Slope/High Wind Applications Requires 6 Nails/Fasteners a=- 'c _ 't - - - - - - - - - - - - Nail Line Figure 8. CambridgeTm and CRC BiltmoreTm 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. CREEK IKO INDUSTRIES,LTD Asphalt Shingles TECHNICAL SERVICES, LLC I CRC Superglass rm Basic Wind Speed(Vuit): Max. 194 mph (Calgary(Non-HVHZ), Basic Wind Speed (Vass): l Max. 150 mph Hawkesbury,&Toronto Deck(HVHZ): In accordance with FBC requirements; (Non-HVHZ)) Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing and construction. Deck Non-HVHZ :--FSolidly sheathed in accordance with FBC requirements. Marathon""' Plus AR Underlayment: In accordance with FBC requirements. (Calgary(Non-HVHZ), Min.slope: 2:12 and in accordance with FBC requirements. Refer to Hawkesbury, Hillsboro, the manufacturer's application instructions when installing Kankakee,Sumas(Non- shin les at slopes greater than 21:12. . j HVHZ),Sylacauga& Installation(HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS Toronto(Non-HVHZ)) 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed and i below. Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC Marathon"m 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 Sealant Strip Figure 9. CRC SuperglassT"", Marathon""" Plus AR and MarathonT"" 1 4 Nail Pattern (non-HVHZ only) Steep Slope/High Wind Applications Requires 6 Nails/Fasteners Sealant Strip 0 Figure 10. CRC SuperglassT"", Marathon""" Plus AR and Marathon""' 6 Nail Pattern IKO19002 FL30310 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK [KO-INDUSTRIES,LTD Asphaltsphalt Shingles TECHNICAL SERVICES, LLC Hip&Ridge"m 12 y Basic Wind Speed(Vuit): . Max.194 mph . (Kankakee&Sylacauga) 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. Deck(Non-HVHZ): Solidly sheathed in-accordance with FBC requirements. (�Underla ment: In accordance with FBC requirements. } 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 [prevailingwind. Perforation Marks Dlr�actlal�pr�ev�lling wlr�d'! I I r i i i i Nails 0000 t � i \\ ��• t � " 1'Taper Cut Figure 11. Hip&Rid ec�T"" 12 IK019002. 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 Armour StarterTm Basic Wind Speed(Vult): T Max. 194 mph (Sumas) i Basic Wind Speed(Vasd): rM_ax. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed { min. 19/32 in. plywood or wood plank for new construction; 1 Min. 15/32 in.plywood existingconstruction. Deck Non_HVHZ): Solidly sheathed in accordance with FBC requirements. (—Underlayment_ r 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 Requires 4 Nails/Fasteners i r Match Color STARTER COURSE { I to Selected T' and 13" from Each End Armourshake Shingle I Figure 12.Armour Starter'"' i Leading Edge Plus rm Basic Wind Speed(V„it): T Max. 194 mph _ _ (Hawkesbury) C Basic Wind Speed(V.d): r 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. CUnderla ment: In accordance with FBC requirements. ` Min.slope: 12:12 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 ga_roofing nails with min.3/8-inch head. �1 ;SinitdnidAp�lirxt9on Rat�,ira��HrtlrrFas�-r�s; 1'troinEechrnd•<' •� _ i V Figure 13. Leading Edge PlusT"" E 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. i A 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. N% %,,,aY,I R'I pe �P R,!•, 2019.08.15 G D E N No 74.021 w -04t00t STATE OFdo .' ` ,�'•• P, .=�� Zachary R.Priest, P.E. Cl>N��` Florida Registration No.74021 S;p,NA'E �� Organization No.ANE11669 Wi 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. i 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. I