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HomeMy WebLinkAboutProduct Approval (4) a ©� 1 . o3� 1 .Q ,fZe Pl eCMe.t Certificate of Authorization No:29824 .: CREEK 17520 Edinburgh Dr Tampa,FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,6r"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) IKO-114-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) I KO-1 15-02-01 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) I KO-1 17-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-120-02-01 ASTM D 3462 2010A 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. IKO INDUSTRIES,LTD CREEKAsphalt Shingles TECHNICAL SERVICES, LLC anOy 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. Cp�E E K IKO INDUSTRIES,LTD j'� 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 Armourshake'rm 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 EstateTm 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. Nordic'rm 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"'" 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'rm Plus AR 13-1/4" x 39-3/8", ASTM D 3161, Class F self-sealing, 3-tab asphalt shingle with (Calgary, Hawkesbury, fiberglass mat coated on both sides with asphalt and surfaced with granules complying Hillsboro, Kankakee, with ASTM D 3462. Shingles manufactured in Calgary, Sumas and Toronto shall be Sumas,Sylacauga& used in the non-HVHZ only. Toronto) Marathon"'" 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""' 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 StarterTm 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 Plus""' 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 ArmourshakeTm Basic Wind Speed (Vuit): j Max. 194 mph (Sumas) C Basic Wind Speed (Vasd): 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. �I Underla ment: In accordance with FBC requirements Min.slope: t 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 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 II instructions. Shingles shall be attached using either"5 Nail Pattern"or"6 Nail Pattern"detailed below. �- - --j :Sfandard Application, Reciui.es.5 tdailslFasteners Nail Lino ---- --- ___-- --- ,4figch i --� nt `Notches " i Figure 1. ArmourshakeTm 5 Nail Pattern (Non-HVHZ only 1 Nailing—Steep Slopes/High Wind Areas Applica'tions. Requires 6_Nalls/Fasteners NO Une. I Align.ment.. Align•merit Notches t i i i f 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 a TECHNICAL SERVICES, L,LC Royal Estate'rm Basic Wind Speed(V„it): rMax. 194 mph ! (Toronto) ' Basis c 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): T Solidly sheathed in accordance with FBC requirements. r Underla ment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to f the manufacturer's application instructions when installing shingles at slopes greater than 21:12. iI Insr--tallation(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. _ I�nstal�lation� (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC j requirements and manufacturer's published installation 3 i instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattem"detailed below. - St�n�3;rd_Appllcat�oll Rehires.4`NailsJFas'trieis I Figure 3. Royal EstateTM 4 Nail Pattern (non-HVHZ only) Steep Sl6pe/H;i6h WIIKWAp,pheatlons i R�egit�resG NailsJFasteners II � 'Nails f Figure 4. Royal EstateTM 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. CREEK IKO INDUSTRIES,LTD Asphalt Shingles TECHNICAL SERVICES, LLC ...................--.... _............ — _-- -- -. —.................._.— _.._._.......... ( DynastyTm Basic Wind Sp!e Vu;t�_ Max. 194 mph (Calgary(Non-HVHZ), Basic Wind Speed (Vasa): 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 I and construction. — ( Deck(Non-HVHZ . Solidl sheathed in accordance with FBC requirements. ( NordicTm y _ 9._.. emen Underla ment: In accordance with FBC re uirements. -_• ....._ (Kankakee) Min.slope: 2:12 and in accordance with FBC requirements. Refer to Cthe 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. i I Shingles shall be attached using "6 Nail Pattern" detailed ( below. Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail ( Pattern"or T Nail Pattern"detailed below. i ....__ b1�' Arrtuo�Znnu hcrnoulYanR—z�. Standard Application Requires 4 Nails/Fasteners •`ti-•`.?.:, -.Camman-Bond I - ------------ ------------- ------------- -- - ---------------------------------------------- ArmourZone I r7 r7 [7 - i Figure 5. DynaStyTm and Nord iCTM —� 4 Nail Pattern (non-HVHZ only) 7anc IVF71PV1YOr1R�� ' Steep Slope/High Wind Applications Requires 6 Nails/Fasteners ,,:_ •,�>_, Cpmrnan Bond '1I4W • ArmourZone s-?!a Figure 6. DynaStyTm and NordicTM I I 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. GREED IKO INDUSTRIES,LTD llmliiiiiiii, Asphalt Shingles TECHNICAL SERVICES, LLC ! Cambridge""" Basic Wind Speed(Null): _Max. 194 mph _ i (Calgary(Non-HVHZ), Basic Wind Speed(Vasa): r Max. 150 mph- i Hawkesbury, Hillsboro, Deck(HVHZ): In accordance with FBC requirements; i Kankakee,Sumas, i 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. r_..._— _.. _...... __._...__.� —) Deck Non_HVHZ): ! Solidly sheathed in accordance with FBC requirements. i and C Underlayment: In accordance with FBC requirements. _) Min.slope: 2:12 and in accordance with FBC requirements. Refer to CRC Biltmore""' the manufacturer's application instructions when installing i (Calgary(Non-HVHZ), i i shingles at slopes greater than 21:12. . _ Hawkesbu Kankakee, i "'Installed - ry� Installation(HVHZ): ( Installed with 5-7%8 in. exposure in accordance with RAS Sumas(Non-HVHZ)& 115 and manufacturer's published installation instructions. (Non-HVHZ! Toronto I{ ' Shingles shall be attached using "6 Nail Pattern" detailed 1 below. Installation (Non-HVHZ): i Installed with 5-7/8 in. exposure in accordance with FBC I requirements and manufacturer's published installation i i instructions. Shingles shall be attached using either"4 Nail _ Pattern"or T Nail Pattern"detailed below. Nate Ltne Carrimoh ( ortcY Standard Application Requires 4 Nails/Fasteners 1 - - - - - - - - - - - - - - Nall Line 1 i KA Figure 7. Cambridge""" and CRC BiltmoreTM ! 4 Nail Pattern (non-HVHZ only) ( - N�%1 L�ne Ca mot, Boricl' .., Steep Slope/High Wind Applications l i Requires 6 Nails/Fasteners I\4 -`l7�p11 i I Nail Line t Figure 8. Cambridge""" and CRC BiltmoreTm E _ 6 Nail Pattern IKO19002 FL30310 Page 7 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 Asphalt Shingles TECHNICAL SERVICES, LLC CRC Superglass"m Basic Wind Speed(Vgt): Max. 194 mph (Calgary(Non-HVHZ), C Basic Wind Speed(Vasd): 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): T Solidly sheathed in accordance with FBC requirements. MarathonTTM 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- 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 "6 Nail Pattern" detailed and I below. Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC MarathonTm 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 E\ L� q 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 Sealant Strip Figure 10. CRC SuperglassTM, Marathon TM Plus AR and Marathon TM 6 Nail Pattern IKO19002 FL30310 Page 8 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. NOCREEK IKO INDUSTRIES,LTD Asphalt Shingles TECHNICAL SERVICES, LLC .. _ _._. ._-- __ Hipp& IR dge'rm 12 1 Basic Wind Speed Vuit : _� Max. 194 mph (Kankakee&Sylacauga) ; Bas W Speed Vasa_T._Max. 150 mph Deck(HVHZ): r In accordance with FBC requirements; Solidly sheathed ' min. 19/32 in. plywood or wood plank for new construction; r _ Min. 15/32 in.plywood existing construction. ! Deck(Non-HVHZ): T Solidly sheathed in accordance with FBC requirements. E I Uunderla me_nt: I In accordance with FBC requirements. EF Min.slo e. 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_ __........._ ....... —7 j i Perforation Marks t I Mart.: Dir ai6n c4 pr+��r lina W& I Nalls I � I 15-5/8° r 1 1 -go { go Op € 1 • i } I - � 1"Taper Cut i i 6-1/4" i I t i Figure 11. Hip "&Ridgeem 12 IKO19002 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 r . .. -...............— _._........._.... I Armour Starter"" i Basic Wind Speed(V�it : _Max. 194 mph --_.._ - (Sumas) Basic Wind Speed Vasd T_Max. 150 mph j C Deck(HVHZ): In accordance with FBC requiremen Solidly sheathed ts; min. 19/32 in. plywood or wood plank for new construction; i f Min. 15/32 in.plywood existing construction_ __----- � Deck Non-HVHZ : Solidly sheathed in accordance with FBC requirements. Underla ment: In accordance with FBC requirements. ; Min.sloe_ _ 2:12 and in accordance with FBC requirements:__—_ Installation: Installed in accordance with the FBC and manufacturer's I I published installation instructions. Shall be attached with I min. 1"x 12 ga. roofing nails with min. 3/8-inch head. _ Standard Application Requires 4 Nails/Fasteners i j Match Color STARTER COURSE to Selected 1" and 13" from Each End Armourshake I Shingle Figure 12.Armour Starter*"" ...........-_. _..._........._...._._.. _._.__ _.-. _..._.._-- -_._....-._-. --._......._i - ...._ _. _._....... .__..............-- Leading Edge PIusT"' IBasic Wind Speed Veit : Max. 194 mph -- r_._...— _.._._------ -- —.—......__.._....._ ..... —......_..., (Hawkesbury) i Basic Wind Spee�asd)_ -Max. 150 mph — I Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed I min. 19/32 in. plywood or wood plank for new construction; I Min. 15/32 in.p�ood existing construction. —__ —....... _._.... — — I Deck Non-HVHZ_ I Solidly sheathed in accordance with FBC requirements. j Underlayment-- In accordance with FBC requirements. t....... _.. _........__.._.. _ I Min.slope: _ 12:12 and in accordance with FBC requirements_ _ I 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. --------......._.....—..—_.._._......................_......----- _............_.._. .......... °Bland®cd d4�plleat�oii. R ,quira6 A Malla;Fastrriu#s ° I � 1"-born Each end 1 3'4m"4"freer®otQdrt i Figure 13. Leading Edge Plus*"" — --.._...__...-------...__..._..................-.--- _ __....-- ...._—.__._. 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. 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. ,,0tilIu��H���, G�PFtY R. p,��,,,,, 2019.08.15 N 14:22:07 o 74021 w -041001 STATE OF i�,�'•.� p. :��: Zachary R. Priest, P.E. O R 1 N `� Florida Registration No.74021 �NA�E ,��� 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. ZacharyR. Priest P.E. does not have nor will acquire, a financial interest in any company manufactunng or distnbutmg 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.