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Home My WebLink AboutIKO Cambridge Shingles CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,6T"EDITION(2017) Manufacturer: IKO INDUSTRIES, LTD Issued August 15, 2019 40 Hansen Rd S Branpton, ON L6W 31-14 Canada (905)457-2880 Manufacturing Plants: Calgary,Alberta Hawkesbury, Ontario Hillsboro, TX Kankakee, IL Sumas,WA Sylacauga,AL Toronto, Ontario Wilmington, DE Quality Assurance: FM Approvals(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) I KO-1 14-02-01 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 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. 0 CREEK IKO INDUSTRIES, LTD Asphalt Shingles TECHNICAL SERVICES, L.LC 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) 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. 0 CREEK IKO INDUSTRIES, LTD Asphalt Shingles TECHNICAL SERVICES, L.LC 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 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, LL,C INSTALLATION .......................................................................................................................................................................................................... ............ ArmourshakeTM Basic Wind Speed (V „) Max. 194 mph ......... ......... ................................................................................................. (Sumas) Basic Wind Speed (Vasil) ..._Max.....�_5.�...mp.h..................................................................................................................................................................................................€ Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. ....................... ........................................................................................................................................................................................................................................i Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements. ....... ......... ......... ......... ......... ......... Underlayment:.......................................................I_n.._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 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. Standard Application Requires S NaNFasteners Nail Line Alignment Notches Figure 1. ArmourshakeTM 5 Nail Pattern (Non-HVHZ only) ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Nailing- 5teep Slopes/HIgh Wind Area sAppiications Paquires 6 Nalls/pastenars Nail Lime Alignment Alignment Notches Notches Figure 2. ArmourshakeTM 6 Nail Pattern ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... IKO19002 FL30310 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK IKO INDUSTRIES, LTD Asphalt Shingles TECHNICAL SERVICES, LL,C Royal Estate TM Basic Wind Speed (VUIt): Max. 194 mph.................................................................................................................................................................................................. .................................................................... (Toronto) Basic Wind...Speed....(Vasd................_Max.....�_5.�...mp.h.................................................................................................................................................................................................. 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. .................................................................................................................................................................................................. Underlay ment:.......................................................In accordance with FBC requirements........................................................................................................................................................................................................... Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. ........................................................... ......... ......... ......... ......... Installation (HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. ............................................................ ........ .........,............................................................................................................................................................................................................................................................... Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either'A Nail Pattern"or"6 Nail Pattern"detailed below. Standard ApplIcafion P2cruires 4 Nails/Fast-eners N;;Os Figure 3. Royal Estate TM 4 Nail Pattern (non-HVHZ only) ....... ........................................................................................................... Steep Slope/High Wind Applications RequiiesG NaIIsJFasteners Nails Figure 4. Royal Estate TM 6 Nail Pattern IKO19002 FL30310 Page 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK IKO INDUSTRIES, LTD Asphalt Shingles TECHNICAL SERVICES, LL,C DynastyTM Basic Wind Speed (VUIt): Max. 194 mph.................................................................................................................................................................................................. .................................................................... (Calgary(Non-HVHZ), Basic Wind S.peed (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 Solidlysheathed in accordance with FBC requirements. ....., NordiCTM TM (..............................................)...................................<............................ .................................................. . ............................................................................................................................................... Underlayment:.......................................................I_n.._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 greater than 21:12. . ........................................................... ........ ......... ......... ......... Installation (HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. ............................................ ........ ............................................................................................................................................................................................................................................; Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. ,,,�,. Arrno-ur2on¢ Amwu i2anr��4 Standard Application Requires 4 Nails/Fasteners `. Gflmmvn&Qrkd - ------------ ------------- ------------ ArmourZone 7 71 Figure 5. Dynasty TM and NordicTM 4 Nail Pattern (non-HVHZ only) ,-1w AFrrkw1.1,�p' Armaur2on¢ wrI"n• . Steep Slope/High Wind Applications Requires6 Nails/Fasteners �omm7n n.antt -- --------- t- ------ ----------- -- - -----------♦i------------ ----------- 11f4" ArmourZone M M Figure 6. Dynasty TM 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, LL,C CambridgeTM Basic Wind Speed (Null): Max. 194 mph.................................................................................................................................................................................................. .................................................................... (Calgary(Non-HVHZ), Basic Wind Speed (Vasd.).........._Max...._1_5_0.._mp_h.................................................................................................................................................................................................. 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. ..............................................)...................................<............................y................................................... . and Underlay ment: In accordance with FBC requirements. ........................................................................................................................................................................................................................................................................................................................................... Min. slope: 2:12 and in accordance with FBC requirements. Refer to CRC BiltmoreTM the manufacturer's application instructions when installing (Calgary(Non-HVHZ), shin Ies at slopes reater than 21:12. . ........................................................... .....g . ......P. g . . ......... ........ ......... ........ 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. ............................................ ......... ........ ...................................................................................................................................................................................................................................................i Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. Nail Cine Common Bond Standard Application Requires 4 Nails/Fasteners 7/8 - - - - - - - - - - - - - - Nail Line Figure 7. Cambridge TM and CRC BiltmoreTM 4 Nail Pattern (non-HVHZ only) Nail Line Gammon Boni Steep Slope/High Wind Applications Requires 6 Nails/Fasteners 7/8" - - - - - - - - - - - - Nail Line 1 , Figure 8. CambridgeTM and CRC BiltmoreTM 6 Nail Pattern IKO19002 FL30310 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK IKO INDUSTRIES, LTD Asphalt Shingles TECHNICAL SERVICES, LL,C CRC SuperglassTM Basic Wind Speed (VUIt): Max. 194 mph.................................................................................................................................................................................................. .................................................................... (Calgary(Non-HVHZ), Basic Wind S.peed (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 : Solidlysheathed in accordance with FBC requirements. MarathonTM Plus AR (..............................................)...................................;............................ .................................................. . ............................................................................................................................................... Underlayment:.......................................................I_n.._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 below. ............................................ .................................................................................................................................................................................................................................................................i Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC Marathon TM requirements and manufacturer's published installation (Sylacauga) instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. Standard Application Requires 4 Nails/Fasteners Sealant Strip Figure 9. CRC SuperglassTM, MarathonTM Plus AR and MarathonTM 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. CREEK IKO INDUSTRIES, LTD Asphalt Shingles TECHNICAL SERVICES, LL,C Hip&Ridge TM 12 Basic Wind Speed (Null): Max. 194 mph.................................................................................................................................................................................................. .................................................................... (Kankakee&Sylacauga) Basic Wind Speed (Vasd.)............_Max...._1.5_0.._mp_h.................................................................................................................................................................................................. Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min....._15/32...�_n......ply...wood existing._construction....................................................................: Deck(Non-HVHZ) Solidly sheathed in accordance with FBC requirements. ............................. Underlayment: In accordance with FBC requirements. ... ......... ......... .................. ......... ............................................................., Min. slope: 212 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. .......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Perforation Marks tar Dir tla� prevailing wind here- + Nails 1 1 1 1 1 1 � 1 1 1 1 1"Taper Cut 1 B 1/4 I 1 Figure 11. Hip & RidgeTM 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, LL.0 TM Armour Starter ....Basic Wind Speed...(Vult)..........i..._Max. 194 mph.................................................................................................................................................................................................. ................................. (Sumas) ..._Basic._W...nd._S.peed...(Va...... .........Max......50...mph.................................................................................................................................................................................................. Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. ............................................................................................... ......,. .........................................................; Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements. ............................... ..._Underlayment:.......................................................I_n.._accordance with FBC requirements.............................................................................................. Min...._slope.......................................................................212 and in accordance with FBC req_uirements........................................................ Installation: Installed in accordance with the FBC and manufacturer's published installation instructions. Shall be attached with min. 1' .g. x 12 a. roofin nails with min. 3/8-inch head. ................... ..................................... . .............................g............................................................................................................................................... Standard Application Requires 4 Nails/Fasteners Klatch Color STARTER COURSE to Selected 1" and 13" from Each End Armourshake Shingle T""Figure 12.Armour StarterTM ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ........... ................................,................................................... .........................................................................................................................................................................................., LeadingEdge PIusTM [..._Basic Wind Speed (VUIt)..............Max. 194 mph.................................................................................................................................................................................................. (Hawkesbury) Basic Wind ..peed.(Vasa.)..........._Max. 150 mph................................................................................................................................................................................................. Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. ............................................................................................... ......... ......................................................... Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements. .......................................................................................... .... ................................................................................................ ......... ....... .....Underlayment:......................................................In accordance with FBC requirements............................................................................................... Min.slope: _ 2:12 and in accordance with FBC requirements. Installation: Installed in accordance with the FBC and manufacturer's published installation instructions. Shall be attached with min. 1"x 12 g.a. roofing.nails with min. 3/8-inch head. ..................................................................................................................................................................................................................................................................................................... ................................. ........................................................................................................................................................... S#Undnrd Applimdon PeWirer 4 HollsfFas[enm ■ 1`+rorn Each End', ■ Figure 13. Leading Edge PIusTM ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 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. `,.`G�.PRY R. pR�,,,, 2019.08.15 EN �• No 74021 '= 14:22:07 * = -04'00' :- • STATE OF 441 do A, v, •'��Z. Zachary R. Priest, P.E. �'i�� •� O R jN�.` Florida Registration No. 74021 ss';pNA' Organization No.ANE11669 1111 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest,P.E.does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the product. END OF REPORT IK019002 FL30310 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein.