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Evaluation Report
--� Certificate of Authorization No.29824 l CREEK 17520 Edinburgh Dr Tampa,FL 33647 TECHNICAL SERVICES, L.LC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,C EDITION(2017) i Manufacturer: IKO INDUSTRIES,LTD Issued August 15, 2019 40 Hansen Rd S Branpton,ON L6W 3H4 Canada (905)457-2880 VIEW E L` -- j H 0 RECEIVEI �i � : .p� ,.-.,yr,�y.. � Manufacturing Plants: Calgary,Alberta "l A"°° ® `Y "` Hawkesbury,Ontario ARR-0-8 ;7�21 Y� '� Y� � C �� Hillsboro,TX ws �0E C� a`•; ..�„•� Kankakee, IL Permittirg DapartmM Sumas,WA S�- Lucic Courity f''' cc Sylacauga,AL Toronto,Ontario Wilmington, DE F0 1A4 Cu . 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 Enfty 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 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 CRi" IKO INDUSTRIES,LTD EK Asphalt Shingles TECHNICAL SERVICES, LLC j 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. '-- CREEk IKO INDUSTRIES,LTD � i' Asphalt Shingles TECHNICAL SERVICES, LLC Enti Report No. Standard Year PRI Construction Materials Technologies(TST5878) 476T0043 TAS 100 1995 PRI Construction Materials Technologies(TST5878) 476T0044 ASTM D 3462 2010A ASTM D 3018 1990(R94)E1 PRI Construction Materials Technologies(TST5878) 476T0045 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) 476T0046 TAS 100 1995 PRODUCT DESCRIPTION ArmourshakeTM 18-1/2"x 37-3/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated (Sumas) architectural asphalt shingle surfaced with granules complying with ASTM D 3462. Royal 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. NordicTM 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. MarathonTm 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) MarathonTM 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"m 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 ArmourshakeTM shingles. Leading Edge PIusTM 7-7/8" x 40-7/8", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt (Hawkesbury) shingle strip surfaced with granules complying with ASTM D 3462. IKO19002 FL30310 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein[ I 1 C i 1E i IKO INDUSTRIES,LTD ` i� Asphalt Shingles r TECHNICAL,SERVICES, LLC INSTALLATION ArmourshakeTm Basic Wind Speed ,,It: Max. 194 mph (Sumas) Basic Wind Speed Vasa : Max. 150 m 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. JJ IDeck Non-HVHg: Solidly sheathed in accordance with FBC requirements. I Underlayme__nt_, In accordance_with FBC requirements. r Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing I shingles at slopes greater than 21:12. Installation(HVHZ): Installed with 5-7/8 inch exposure in accordance with RAS Ii 115 and manufacturer's published installation instructions. i Shingles shall be attached using "6 Nail Pattern" detailed I below. Installation (Non-HVHZ): Installed with 5-7/8 inch exposure in accordance with FBC ' j requirements and manufacturer's published installation I I instructions. Shingles shall be attached using either"5 Nail i __ __ _ _ Pattern"or"6 Nail Pattern"detailed below. I 'Stanclard;Appltcation, I Recjirires 5,1Jails%Fasteners Nail..Li nQ h. i I Aii nmeht i i i I i Figure 1. Armourshake- _ 5 Nail Pattern (Non-HVHZ only) I -Mailing Steep Slopesli4loh.Wind.Arcas'Applic6tions-. i Rc�;cjuirbs6 NallslFastonars Nall Line Alignrrierit. Alignment I Notches:'' #'NatcFies. I I ; i 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 � r;• Asphalt Shingles TECHNICAL.SERVICES, LLC Royal EstateTI Basic Wind Speed „it: Max.-194 mph (Toronto) Basic Wind Speed nd : Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; i 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. C Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing _ shinnc les at slopes greater than 21:12. Installation(HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. ! Shingles shall be attached using "6 Nail Pattern" detailed below. I Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattem"detailed below. i Stand-dre AOplicptign R2quire�s-4'Nails/Fasteners: I i i I . i - i Pl�ils Figure 3. Royal Estate TM 4 Nail Pattern (non-HVHZ only) SteeP:.Slope/High Wind Applications Reclulre 6 Nalla/FasC2nes ! i i i I i I I '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! INOC RE E K IKO INDUSTRIES,LTD 1 Asphalt Shingles � TECHNICAL SERVICES, LLC j DynaStyTM BasI Clnd Speed V„i, : Max. 194 mph 1 (Calgary(Non-HVHZ), Basic Wind Speed asd : Max. 150 mph _ Hawkesbury, Kankakee& Deck(HVHZ): In accordance with FBC requirements; Sumas(Non-HVHZ)) I Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing and _ construction. Deck Non-HVHZ): Solidly sheathed in accordance with FBC requirements.-- I NordicT'" 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 greater than 21:12. . _ Installation(HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS I 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. _ j 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. {.�,a• Armour na A"aurYune .. Standard Application Requires 4 Nails/Fasteners '�=t .common Bond , _ _ i ArmourZone - - 71 71 71 I Figure 5. DynastyTm and NordicT"' 4 Nail Pattern (non-HVHZ on y) 1-0/4• hrrTvowznne Steep Slope/High Wind Applications ` j Requires 6 Nails/Fasteners I i •�� :>:. �flmman:4 d i ArmourZone i 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 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. I � ' CREEK IKO INDUSTRIES,LTD Asphalt Shingles TECHNICAL SERVICES,LLC CambridgeTm Basic Wind Speed uic: 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. I Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements. and Underla ment: In accordance with FBC requirements. CRC BiltmoreT"' Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing (Calgary(Non-HVHZ), 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 jinstructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. j 14-nil'Liine Corrimdh Bond, Standard Application Requires 4 Nails/Fasteners - - - - - - - - - - - - - Nail i Line i - Figure 7. CambridgeTm and CRC BiltmoreTm 4 Nail Pattern (non-HVHZ only) I j Nail Line Cornrrion Bond j Steep Slope/High Wind Applications Requires 6 Nails/Fasteners - - - _ - - - - - - - - Nail Line j Figure 8. CambridgeTm and CRC BiltmoreTM j 6 Nail Pattern IKO19002 j 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. CREEKL� �" IKO INDUSTRIES,LTD K Asphalt Shingles t TECHNICAL SERVICES,LLC CRC SuperglassTM - Basic Wind_Speed(VLit): ! Max. 194 mph (Calgary(Non-HVHZ), Basic Wind Speed(Vag): ; Max. 150 mph - ^� Hawkesbury, &Toronto Deck(HVHZ):� In accordance with FBC requirements; j (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. MarathonTM Plus AR UnderlaVment: i In accordance with FBC requirements. (Calgary(Non-HVHZ), -Mina slope: 1 2-12 and in accordance with FBC requirements_ Refer to j Hawkesbury, Hillsboro, the manufacturer's application instructions when installing Kankakee,Sumas(Non- in at slopes greater than 21:12. . HVHZ), Sylacauga& Installation(HVHZ):I Installed with 5-7/8 in. exposure in accordance with RAS Toronto(Non-HVHZ)) 115 and manufacturer's published installation instructions. i Shingles shall be attached using "6 Nail Pattern" detailed j and j below. j MarathonTM Installation (Non-HVHZ): i Installed with 5-7/8 in. exposure in accordance with FBC i I requirements and manufacturer's published installation i (Sylacauga) ! instructions. Shingles shall be attached using either'A Nail j r ? Pattern"or°6 Nail Pattern"detailed below. Standard Application Requires 4 Nails/Fasteners i I ! I -------------- ----- - j i i Sealant Strip i Figure 9. CRC SuperglasSTM, Marathon TM Plus AR and Marathon TM - 4 Nail Pattern (non-HVHZ only) Steep Slope/High Wind Applications Requires 6 Nails/Fasteners i I Sealant Strip Figure-10. CRC SuperglassTM, Marathon TM Plus AR and MarathonTm 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. i FUEM ����� IKO INDUSTRIES,LTD OAsphalt Shingles TECHNICAL SERVICES, LLC i Hip&RidgeTM 12 Basic Wind S eed „I�: Max. 194 mph (Kankakee&Sylacauga) Basic Wind Speed asd : ! 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. { i _M_in.slope: _ 1 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 i Prevailing wind. Perforation Marks birection_®t-prevall ng wind w. I I - I - I I I Nails 1 1 1 5 r 1 1 00 0000 �000 i 00 \ •y�04 1 • 1 1 1 1 11"Taper Cut 1 6-1/4° 1 1 Figure 11. Hip &Ridge TM 12 I " i 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. I ,I CREEKIKO INDUSTRIES, EK Asphalt Shingles Q TECHNICAL SERVICES, LLC Armour StarterTM - Basic Wind Speed(V,,;i : Max. 194 mph (Sumas) Basic Wind Speed(V,,sdZ Max. 150 mph —? Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed i min. 19/32 in. plywood or wood plank for new construction; _ _ f Min. 15/32 in.plvwood existing construction. I Deck Non-HVHZ): 1 Solidly sheathed in accordance with FBC requirements. Underla ment: In accordance with FBC requirements. I 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 i Match Color STARTER COURSE to Selected T' and 13" from Each End Armourshake Shingle i (_ _ Figure 12.Armour StarterTm f Leading Edge PIusTA° Basic Wind Speed V";�: I Ma_x_._194 mph_ (Hawkesbury) Wind S[-Basic+ �eed V( asd): � Max. 150 mph 1 Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; I Min. 15/32 in.plywood existing construction. _ —t ---- Deck Non-HVHZ): ; Solidly sheathed in accordance with FBC re uirements. Underla ment: I In accordance with FBC requirements. Min.slope: 12:12 and in accordance with FBC requirements. Installation: ---i Installed in accordance with the FBC and manufacturer's 1 published installation instructions. Shall be attached with min. 1"x 12 ga. roofing nails with min:3/8-inch head. StBJng9rd Applirat]. -Raquiraa+Kills[Fastsrpm. i 114rom Fach End s 3•to 4"frarn 9attcn� _ Figure 13. Leading Edge PIUSTM 1 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. i C RE E k IKO INDUSTRIES,LTD f it 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 he 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,6t'Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. ``�tutut�f���� •�%'` PRY•R:.p 2019 08 15 ' No 74021 ( * = 04'00' :-�13'.. STATE OF 4U :�,n'••A' Q. : Zachary R. Priest, P.E. ��i'C� '• O R t ••'�j��.` Florida Registration No.74021 s ';p^jA' , � Organization No.ANE11669 CERTIFICATION OF INDEPENDENCE CREEK Technical Services,LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E.does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. END OF REPORT IK019002 ! FL30310 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 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 notiexpress nor imply warranty, installation,recommended use,or other product attributes that are not specifically addressed herein. I� C;l � � �"4- MEMO etc. C iti Icate D orization#32455 R� r f f4 353 Christian t e Unit#13 C . •C��fas :f 06478 ST. LUL 262-9245 ENGINEER EVALUATE TEST bq CONSULT EVALUATION REPOFT Soprema,Inc. Evaluation Report S18010.06.09-1119 1640 rue Haggerty APR 0 8 2021 FL2569-1121 Drummondville,Quebec J2C 5P8 Canada Date of Issuance:06/15/2009 f4ermittieg Department Revision 19.12 16 2020 (819)478-2400 St. Lucie C9;.y,ty�v / / SCOPE:' ® e This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and iens governing the use of construction materials in th'e State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E.for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 71h Edition(2020)Florida Building Code sections noted herein. DESCRIPTION: Soprema Roof Underlayments LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.1.1. CONTINUED COMPLIANCE:This Evaluation Report isvalid until such time as the named product(s)changes,the referenced Quality Assurance or production facility location(s)changes,or Code provisions that relate to the product(s)change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEIVIO ETC, LLC of any changes to the product(s),ithe Quality Assurance or the production facility location(s). MEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT:The Florida Product Approval Number(FL#) preceded by the words"NEMOIetc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 9. Prepared by: Robert J.M.Nieminen,P.E. ,•'��cF +7 The facsimile seal appearing was authorized tsRobert Nieminen,P.E.on 12/16/2020.This does not serve as Florida Registration No.59166,Florldo DCA ANE2983 %ii,.,,,;,„,•�" an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC,LLC does not have,nor does it intend to acquire or will it acquire,a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC,LLC is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO ETC,LLC nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. ©2019 NEMO ETC,LLC ' I f OMEMO etc. ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Soprema Roof Underlayments,as produced by Soprema,have demonstrated compliance with the following sections of the 71h Edition(2020)Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 1' 2. STANDARDS: Section Property Standard Year 1504.3.1J Wind resistance FM 4474 2011 1504.3.1 Wind resistance UL 1897 2015 1507.1.1,1507.2.4,1507.2.9.2 Material standard ASTM D1970 2015 /R905.1.1,R905.2.8.2 1507.3.3/R905.3.3 Material standard FRSA/TRI,Sixth Edition 2018 1507.11.2/R905.11.2 Material standard ASTM D6163 2015 TAS 110 Accelerated Weathering ASTM D4798 2011 3. REFERENCES: Enti Examination Reference Date ERD(TST6049) Wind Resistance 2778.07.05 07/15/2005 ERD(TST6049) ASTM D1970/TAS 110(QC) S31370.03.10-1-R1 04/07/2010 ERD(TST6049) FRSA/TRI 04-12(OH) S11150.05.09-112 10/05/2010 ERD(TST6049) ASTM D1970(OH). S37210.11.11 11/09/2011 ERD(TST6049) ASTM D1970(MS) S37210.12.11 12/01/2011 ERD(TST6049) ASTM D1970(MS) S40540.02.13-1 02/19/2013 ERD(TST6049) FRSA/TRI 0412(MS) S43530.02.14-1-R1 02/21/2014 ERD(TST6049) ASTM D1970(BC) S44870.04.14-2 04/02/2014 ERD(TST6049) ASTM D1970(QC) 544870.04.14-3 04/02/2014 ERD(TST6049) ASTM D1970(OH) S44870.04.14-1 04/10/2014 ERD(TST6049) ASTM D1970(MS) S44870.04.14-4 04/10/2014 ERD(TST6049) ASTM D1970(OH) S40540.10.14 10/31/2014 ERD(TST6049) Tensile Adhesion/Long Term Aging SOPC-SC7645.02.15 02/13/2015 ERD(TST6049) Accelerated Weathering SOPC-SC8520.04.14 04/27/2015 ERD(TST6049) Wind Resistance SOPC-SC14045.05.17-RI 06/07/2017 M-D(CER1592) HVHZ Compliance 18-0329.03 06/28/2018 ICC-ES(EVL2396) 2015 IBC Compliance ESR-1524 03/01/2017 NEMO(TST6049) ASTM D1970/TAS 110(QC) SOPC-SC8970.08.15-R1 04/25/2018 NEMO(TST6049) Wind Resistance 4-SOPC-18-003.08.18 08/27/2018 NEMO(TST6049) ASTM D4798/1)1970(OH&MS) 4S-SOPC-18-002.05.19.A 05/31/2019 NEMO(TST6049) Tensile Adhesion/Long Term Aging 4p-DOW-I9-SSLAP-01.A.R2 02/10/2020 NEMO(TST6049) Peel adhesion(existing underlayments) 4j-SOPC-I9-SSUDL-04.A 03/12/2020 NEMO(TST6049) Peel adhesion(existing underlayments) 4j-SOPC-20-SSUDL-01 12/16/2020 PRI(TST5878) ASTM D1970(MS) SOP-064-02-01 12/03/2013 Soprema,Inc.(PDM3511) Equivalency Declaration SA SMOOTH PLY 40 06/29/2015 UL,LLC(QUA9625) Quality Control MLA File No.R16814 12/10/2015 UL,LLC(QUA9625) Quality Control MLA File No.R27605 05/08/2019 UL,LLC(QUA9625) Quality Control Service Confirmation 06/29/2020 UL,LLC(QUA9625) Quality Control Florida BCIS Current NEMO ETC,LLC Evaluation Report S18010.06.09-R19 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL2569-R21 Soprema Roof Underlayments Revision 19:12/15/2020 Page 2 of 9 i f0NEmo,jetc. 4.- PROD-U CT__DESCRIPTION: Material Product Plant(s) Description" Standard 4.1 Lastobond TU HT ASTM D1970 and Gulfport,MS self-adhering,non-woven polyester fabric FRSA/TRI 09-18 surfaced,SBS modified bitumen roof underlayment 4.2 Tri-Built S/A HT TU ! ASTM D1970 and Gulfport,MS self-adhering,non-woven polyester fabric Underlayment FRSA/TRI 09-18 surfaced,SBS modified bitumen roof underlayment 4.3 Lastobond Shield ASTM D1970 Drummondville,QC self-adhering,woven polyethylene surfaced,SBS modified bitumen roof underlayment available in two widths;36 and 45 inch 4.4 RESISTO SA SMOOTH PLY ASTM D1970 Drummondville,QC self-adhering,woven polyethylene surfaced,SBS 40 j modified bitumen roof underlayment 4.5 Lastobond Shield HT ASTM D1970 Drummondville,QC self-adhering,woven polyethylene surfaced,high temperature,SBS modified bitumen roof underlayment 4.6 Lastobond Pro HT-N ASTM D1970 Drummondville,QC self-adhering,woven polyethylene surfaced,SBS modified bitumen roof underlayment available in two widths;36 and 45 inch 4.7 Lastobond Pro HT-S ASTM D1970 Drummondville,QC self-adhering,woven polyethylene surfaced,high temperature,SBS modified bitumen roof underlayment 4.8 EnviroShield ASTM D1970 Drummondville,QC self-adhering,woven polyethylene surfaced,high temperature,SBS modified bitumen roof underlayment 4.9 Lastobond 195 ASTM D1970 Gulfport,MS self-adhering,glass-mat reinforced,sand- Wadsworth,OH surfaced,SBS modified bitumen roof underlayment 4.10 Lastobond Eaves ASTM D1970 Gulfport,MS self-adhering,glass-mat reinforced,sand- Protection Sheet Wadsworth,OH surfaced,SBS modified bitumen roof underlayment 4.11 Lastobond Eco ASTM D1970 Drummondville,QC self-adhering,glass-mat reinforced,sand- Gulfport,MS surfaced,SBS modified bitumen roof Wadsworth,OH underlayment 4.12 Lastobond Smooth Seal ASTM D1970 Gulfport,MS self-adhering,glass-mat reinforced,film- HT Wadsworth,OH surfaced,SBS modified bitumen roof underlayment 4.13 Tri-Built Smooth HT S/A ASTM D1970 Gulfport,MS self-adhering,glass-mat reinforced,film- Underlayment Wadsworth,OH surfaced,SBS modified bitumen roof underlayment 4.14 PrimeSource Grip-Rite ASTM D1970 Gulfport,MS self-adhering,glass-mat reinforced,film- Smooth Seal HT ; Wadsworth,OH surfaced,SBS modified bitumen roof underlayment 4.15 RESISTO LB1236 ASTM D1970 Drummondville,QC self-adhering,glass-mat reinforced,sand- Gulfport,MS surfaced,SBS modified bitumen roof Wadsworth,OH underlayment 4.16 TRI-BUILT Sand-R SA ASTM D1970 Drummondville,QC self-adhering,glass-mat reinforced,sand- Shingle Underlayment Gulfport,MS surfaced,SBS modified bitumen roof Wadsworth,OH underlayment MEMO ETC,LLC Evaluation Report S18010.06.09-1119 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL2569-R21 Soprema Roof Underlayments Revision 19:12/15/2020 Page 3 of 9 ONEMOletc. Product Material Standard Plant(s) Description 4.17 PrimeSource Grip-Rite ASTM D1970 Drummondville,QC self-adhering,glass-mat reinforced,sand- Eave&Valley Protector Gulfport,MS surfaced,SBS modified bitumen roof Wadsworth,OH underlayment 4.18 SRS TopShield ICE& ASTM D1970 Drummondville,QC self-adhering,glass-mat reinforced,sand- WATER DEFENDER Gulfport,MS surfaced,SBS modified bitumen roof Wadsworth,OH underlayment 4.19 RESISTO LB1244 ASTM D1970 Drummondville,QC self-adhering,glass-mat reinforced,sand- Gulfport,MS surfaced,SBS modified bitumen roof Wadsworth,OH underlayment 4.20 Colphene FR GR ASTM D6163 Gulfport,MS self-adhering,fiberglass reinforced,granule- Wadsworth,OH surfaced,SBS modified bitumen roof underlayment 5.1 This is a building code evaluation. Neither MEMO ETC,LLC nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami- Dade Counties). 5.3 This Evaluation Report pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5.5 Soprema Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.6 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS FBCSection: 1507.2 1507.3 1507.4&1507.5 ISOZ7 1507.8&15OZ9 Clay and Concrete Tile Metal Slate or Underla Asphalt Wood Shakes or yment Shingles Mechanical Adhesive Panels Shingles Slate-Type Shingles Attach Set Shingles Lastobond TU HT,Tri-Built S/A HT TU Yes Yes Underlayment Yes Yes See 5.6.1 Yes Yes Yes (joint strips,1507.1.1.3/ R905.1.1.3) Lastobond Shield,Pro HT-N,RESISTO SA Yes SMOOTH PLY40 Yes No No No No Yes Goint strips,1507.1.1.3/ R905.1.1.3) Yes Lastobond Shield HT,Pro HT-S Yes No No Yes Yes Yes (Joint strips,1507.1.1.3/ R905.1.1.3) Yes EnviroShield Yes No No Yes Yes Yes Qolnt strips,1507.1.1.3/ R905.1.1.3) Lastobond Eaves Protection Sheet, Yes Lastobond195 Yes No No No No Yes aoint strips,1507.1.1.3/ R905.1.1.3) NEMO ETC,LLC Evaluation Report S18010.06.09-1119 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL2569-R21 Soprema Roof Underlayments Revision 19;12/15/2020 Page 4 of 9 4 �I NNEMOjetc. TABLE 1: ROOF COVER OPTIONS FBC Section: 1507.2 1507.3 1507.4&1507.5 1507.7 .1507.8&2507.9 . Clay and Concrete Tile Metal Slate or Asphalt . _ Wood Shakes or Underlayment Mechanical Adhesive Slate-Type Shingles Panels Shingles Shingles Shingles Attach Set g Lastobond ECO,RESISTO LB1236,TRI- BUILT Sand-R SA Shingle Underlayment, Yes Grip-Rite Eave&Valley Protector,' Yes No No No No Yes (joint strips,1507.1.1.3/ TopShield ICE&WATER DEFENDER, R905.1.1.3) RESISTO LB1244 i Lastobond Smooth Seal HT,Tri-Built Yes Smooth HT S/A Underlayment,Grip-Rite Yes No No Yes Yes Yes (joint strips,1507.1.1.3/ Smooth Seal HT R905.1.1.3) Yes ColpheneFRGR Yes Yes No No No Yes Coint strips,1507.1.1.3/ R905.1.1.3) 5.6.1 Adhesive-set tile is limited to use of the following Approved underlayment/tile-adhesive combinations. TABLE 1A:ALLOWABLE TILEADHESIVE UNDERLAYMENT COMBINATIONS' Underlayment Adhesive Florida Product Approval Lastobond TU HT,Tri-Built S/A Dupont"Tile Bond'"Roof Tile Adhesive" FL22525 HT TU Underlayment ICP Adhesives and Sealants"Polyset®AH-160" FL6332 5.7 Allowable Substrates: TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS Substrates(designed to meet wind loads for project) Underlayment Application Type Primer Material(s) Lastobond Shield,Lastobond Pro (Optional)ASTM plywood,OSB or Southern Yellow Pine HT-N,RESISTO SA SMOOTH PLY Deck/ D41,Elastocol Stick, (SYP) 40,Lastobond Shield HT, sheathing Elastocol Stick Zero Lastobond Pro HT-S, iASTM D41 structural concrete EnviroShield,Lastobond TU HT, (Optional)Elastocol Dens Deck Prime or SECU ROCK Gypsum- Tri-Built S/A HT TU Insulation Stick Zero Fiber Roof Board Underlayment,Lastobond Eaves Protection Sheet,Lastobond 195, self- Lastobond ECO,RESISTO LB1236, TRI-BUILT Sand-R SA Shingle ' adhering Underlayment,Grip-Rite Eave& Valley Protector,TopShield ICE& (Optional)Elastocol ASTM D226,Type II felt or Modified Sopra- Base Sheet Stick Zero G WATER DEFENDER,RESISTO ' LB1244,Lastobond Smooth Seal HT,Tri-Built Smooth HT S/A Underlayment or Grip-Rite Smooth Seal HT (OpDeck/ D41 Plywood ASTM Plywood sheathing ASTM D41 structural concrete Colphene FR GR self- adhering Insulation (Optional)Elastocol Dens Deck Prime or SECU ROCK Gypsum- Stick Zero Fiber Roof Board Base Sheet (Optional)Elastocol ASTM D226,Type II felt or Modified Sopra- Stick Zero G 1 Refer to Tile Manufacturers or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. MEMO ETC,LLC Evaluation Report S18010.06.09-1119 Certificate ofAuthorization 43-5 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL2569-RZ1 Soprema Roof Underlayments Revision 19:12/15/2020 Page 5 of 9 'J ONEMOletc. TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS Substrates(designed to meet wind loads for project) Underlayment Application Type Primer Material(s), Lastobond TU HT,Tri-Built S/A HT TU Underlayment,RESISTO 1.61236,TRI-BUILT Sand-R SA EXTERIOR Existing sand-surfaced,glass-fiber surfaced, PRIMER Shingle Underlayment,Grip-Rite self- Existing mineral-surfaced or film-surfaced roof Eave&Valley Protector or adhering substrate PRIMER underlayment* TopShield ICE&WATER DEFENDER *Final acceptance of any existing substrate in a reroof(tear-off)installation is at the discretion of the installer and the Authority Having Jurisdiction. Should a question arise as to the suitability of an existing substrate to receive Lastobond TU HT,Tri-Built S/A HT TU Underlayment RESISTO LB1236,TRI-BUILT Sand-R SA Shingle Underlayment Grip-Rite Eave&Valley Protector or TopShield ICE& WATER DEFENDER self-adhering underlayments,contact RESISTO technical support. 5.7.1 Soprema recommends priming with Elastocol Stick,Elastocol 600c or RESISTO EXTERIOR PRIMER if the final roof cover is not slated for installation within 24 hours. 5.7.2 Soprema requires tongue-and-groove board decking be covered with plywood or OSB prior to installation of the self-adhering underlayment 5.8 Attachment Limitations: 5.8.1 For use under mechanically attached NON-TILE prepared roof coverings,attachment shall be in accordance with the manufacturer's installation instructions,but—for mechanically attached underlayments or base sheets-not less than FBC 1507.1.1 or R905.1.1. 5.8.2 For use under tile roof systems, attachment shall be in accordance with the manufacturer's installation instructions,but—for mechanically attached base sheets-not less than: • FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1(for Two-Ply Asphalt Applied Hot Mop Underlayment) or • Section 5.8.3 herein(for other underlayment systems). 5.8.3 Wind Resistance for Underlayment Systems in Tile Roof Applications: The following wind uplift limitations apply to Underlayment systems that are not prescriptive in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual,Sixth Edition. The Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads,and reflects the ultimate passing pressure divided by 2(the 2 to 1 margin of safety per FBC 1504.9 has already been applied). 5.8.3.1 Direct-to-Deck: The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRl Florida High Wind Concrete and Clay Roof Tile Installation Manual,Sixth Edition,Appendix A,Table 1A or the critical(highest)design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. #1 Maximum Design Pressure=-45.0 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)Elastocol Stick,Elastocol Stick Zero or RESISTO EXTERIOR PRIMER Underlayment: Lastobond TU HT,Tri-Built S/A HT TU Underlayment,self-adhered. #2 Maximum Design Pressure=-67.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Elastocol Stick Zero Underlayment: Lastobond TU HT,Tri-Built S/A HT TU Underlayment,self-adhered. NEMO ETC,LLC Evaluation Report S38010.06.09-1139 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL2569-R21 Soprema Roof Underlayments Revision 19:12/15/2020 Page 6 of 9 i ONEMOletc. #3 Maximum Design�Pressure=-120.0 psf: Deck: 1 Min. 15/32-inch APA-rated CDX plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)RESISTO EXTERIOR PRIMER Base Ply: RESISTO SA SMOOTH PLY 40,self-adhered. Underlayment: Lastobond TU HT,Tri-Built S/A HT TU Underlayment,self-adhered. #4 Maximum Design!Pressure=-150.0 psf: Deck: Min. 15/32-inch APA-rated BCX plywood(may be installed C-side up)to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)RESISTO EXTERIOR PRIMER Underlayment: Lastobond TU HT,Tri-Built S/A HT TU Underlayment,self-adhered. #5 All other direct-deck, adhered underlayment systems beneath tile roof systems carry a Maximum Design Pressure of-45 psf. 5.8.3.2 Mechanically-Attached Base Sheet: The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual,Sixth Edition,Appendix A,Table 1A or the critical(highest)design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Alternatively,the.maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Elevated pressure zones shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1,FM Loss Prevention Data Sheet 1-29,Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (February 2020) for enhancements. #6 Maximum Design'Pressure=-60.0 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Modified Sopra-G mechanically attached with nails(FBC 1517.5.1)and tin caps(FBC 1517.5.2)spaced 6- inch o.c.at the 4-inch laps and 6-inch o.c.in three(3),equally spaced rows in the center of the sheet. Underlayment: Lastobond TU HT,Tri-Built S/A HT TU Underlayment,self-adhered 5.8.4 For use over insulation or coverboard and under mechanically attached prepared roof coverings,underlayment attachment shall;be in accordance with the manufacturer's installation instructions and attachment of the insulation or coverboard shall be in accordance with the prepared roof covering manufacturer's Product Approval. 5.9 Exposure Limitations: TABLE 3: EXPOSURE LIMITATIONS Underlayment Prepared Roof Cover Maximum Installation Type Exposure(days) Lastobond Eaves Protection Sheet,Lastobond 195,Lastobond Eco,RESISTO LB1236,TRI- Mechanically BUILT Sand-R SA Shingle Underlayment,Grip-Rite Eave&Valley Protector,TopShield ICE attached 30 &WATER DEFENDER or RESISTO LB1244 Lastobond TU HT,Tri-Built S/A HT TU Underlayment Adhesive-set tile roof30 system Lastobond Shield,Lastobond Pro HT-N,RESISTO SA SMOOTH PLY 40,Lastobond Shield HT, Mechanically Lastobond Pro HT-S,EnviroShield,Lastobond Smooth Seal HT,Tri-Built Smooth HT S/A attached 90 Underlayment or Grip-Rite Smooth Seal HT Lastobond TU HT,Tri-Built S/A HT TU Underlayment or Colphene FR GR Mechanically180 attached i I i NEMO ETC,LLC Evaluation Report S18010.06.09-1119 Certificate of Authorization r<32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL2569-R21 Soprema Roof Underlayments Revision 19:12/15/2020 Page 7 of 9 i ONEMOletc. 5.10 Tile Slippage Limitations: When loading roof tiles on the underlayment in direct-deck tile roof assemblies,the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 4: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Flat Max.10-tile stack 6:12 Lugged Max.10-tile stack 5:12 Max.10-tile stack(bottom 2-tile stack shall be inverted, 6:12 followed by 8 tiles high on slope,as shown below) Lastobond TU HT,Tri- Built S/A HT TU Underlayment Lugged i r. Colphene FR GR Flat Max.10-tile stack 5:12 Lugged Max.10-tile stack 6:12 6. INSTALLATION' 6.1 Soprema Roof Underlayments shall be installed in accordance with Soprema published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate(if applicable). 6.2.1 Installation of RESISTO LB1236,TRI-BUILT Sand-R SA Shingle Underlayment,Grip-Rite Eave&Valley Protector or TopShield ICE&WATER DEFENDER self-adhering underlayment in a reroof(tear-off)application atop an existing underlayment (per Table 2) requires priming of the existing substrate with RESISTO EXTERIOR PRIMER. Final acceptance of any existing substrate in a reroof(tear-off) installation is at the discretion of the installer and the Authority Having Jurisdiction. Should a question arise as to the suitability of an existing substrate to receive RESISTO LB1236,TRI-BUILT Sand-R SA Shingle Underlayment,Grip-Rite Eave&Valley Protector or TopShield ICE &WATER DEFENDER self-adhering underlayments,contact RESISTO technical support. 6.3 Lastobond TU HT, Tri-Built S/A HT TU Underlayment, Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S, EnviroSh)eld, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond Eco, Lastobond Smooth Seal HT,Tri-Built Smooth HT S/A Underlayment, Grip-Rite Smooth Seal HT, RESISTO LB1236, TRI-BUILT Sand-R SA Shingle Underlayment, Grip-Rite Eave & Valley Protector,TopShield ICE&WATER DEFENDER,RESISTO LB1244 or Colphene FR GR: 6.3.1 Non-Tile Applications: Shall be installed in compliance with requirements for an approved self-adhering underlayment(ASTM D1970)in FBC 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3 for the type of prepared roof covering to be installed,and the manufacturer's installation instructions. When installed over a mechanically attached base sheet of FBC Approved ASTM D226,Type II felt the base sheet shall be fastened in accordance with FBC 1507.1.1 or R905.1.1. NEMO ETC,LLC Evaluation Report S18010.06.09-1179 Certificate ojAuthorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL2569-R21 Soprema Roof Underlayments Revision 19:12/15/2020 Page 8 of 9 MEMO etc. 6.3.2 Tile Applications: Limited to Lastobond TU HT,Tri-Built S/A HT TU Underlayment or Colphene FR GR. Shall be installed in compliance with the requirements for Self-Adhered Membrane set forth in FRSA/TRI Florida 14 High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition and the manufacturer's installation instructions. Refer to Section 5.8.3 herein for attachment limitations. Refer to Table 4 herein for tile staging limitations. As required by thelBuilding Official or Authority Having Jurisdiction to properly evaluate the installation of this product. Contact the namedlQA entity for manufacturing facilities covered by F.A.C.Rule 614320-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. QUALITY19. UL, LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT- I I, j ail i i i i I i NEMO ETC,LLC I Evaluation Report S18010.06.09-1119 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL2569-1121 Soprema Roof Underlayments Revision 19:12/15/2020 Page 9 of 9 LLL - . � $ i STtUCIE COUNTY ROOFING PERMIT INFORMATION SHEET Florida Building Code 7th Edition (2020) Based on Section 1525 of the Florida Building Code-Building INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING SHEET APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Required Sections of Attachments Required Roof System the Permit Application See List Below Form Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 204,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6.7 Concrete or Clay Tile A,B,D,E 1,2,3,4,5.6,7 Metal Roofs A,B,D 1,2,3.4,5,6,7 Wood Shingles,'and A,B,D 1A,4.5,6.7 Shakes Other As Applicable 1,2,3,4,5,6.7 ATTACHMENTS REQUIRED As Applicable): 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16,or if applicable,RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations(Reroofing Only) 7. Any Required.Roof Testing/Calculation Documentation I Form RooflnfoFeb21 Rev Feb 18,2021 I iSection A(General Information) Master Permit No. O Contractors Name:rt _ Gl' %y`�' '\ � �_L_iceenxlItCLG V� _ e .-I R Job Address T� ROOF CATEGORY ❑Low Slope ❑Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles WAsphaltic Shingles ❑Metal Panel/Shingles ❑Wood S b/$ev" ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE. � ❑ New roof ❑ Repair ❑ Maintenance M Reroofing ❑Recovering ! .ROOF SYSTEM INFORMATION_ Low Slope Roof Area(SF) Steep Sloped Roof Area(SF)_ ef:� Total(SF) d . Section B(Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. i r a f 1 � et Attachment:�� . ,.. . Section C(Low Slope Roof) Surfaci"Fasten ci g o Anchor ase e Fill in specific roof assembly components and identify �CIE COU , ' manufacturer $ � Zone 1 • oc @ a s � oc. " If a component is not used identify as A � e _ ( p fY ) Zone 1:— oc @Lap,# os ® oc System Manufacturer: � _I64A l�-S Zone 2:_.._."oc @ Lap,#Rows ® "oc Zone 3:—."oc @ Lap,#Rows ® coo Product Approval No.: '� ��Q�a`� �— �2� , Number of Fasteners Per Insulation Board: , Design Wind Pressures,From RAS 128 Or Calculations: Zone 1': Zone 1: Zone 2: Zone 3: Zone 1':±V Zone 1:-(r,Zone 2: Zone 3:-1 V.Y. Illustrate Components Noted and Details as Applicable: Max. Design Pressure,from the specific product approval Woodblocking, Gutter, Edge Termination, Stripping, system: Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing,Coping,Etc., Deck: rr.. ^ _ t Indicate:Mean Rooht,LqMal'Thickness, eight, Height of Base Type: ��X • ��7 Flashing,Compone�aterial, Fastener Type,Fastener Spacing or Submit Manufacturers Details that Gauge Thickness: �°� � Comply with RAS 111 and Chapter 16.. Slope: 3 �, Anchor/Base Sheet&No.df Ply(s): uo C—A�& .S5- FT. Anchor/Base Sheet Fastener/Bonding Material: 1 Insulation Base Layer: Base Insultation Size and Thickness: Parapet Base Insulation Fastener/Bonding Material: Height Top Insulation Layer: k �r Cc I o Top Insulation Size and Thickness: FT. o � Top Insulation Fastener/Bonding Material: Vc l Mean Base Sheet(s)&No.of Ply(s): _ Roof Base Sheet Fastener/Bonding Material: Height LA Ply Sheet(s)'&No.of Ply(s): Ply Sheet Fastener/Bonding,Material: R Top Ply: Cw Top Ply Fastener/Bonding Material: ST LUCIE "U. REVIEW,1Ck1.,1-,F. rr-ok- CODE , ST. LUCIE C ®CC Section Section D (Steep Slope Roof System) Roof System Manufacturer: J= Notice of Acceptance Number:' Fh, Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): Zone 1:::-2tZone 2e:=WaZone 2n:-k one 2r: -0?3Zone 3e:-kO?-)Zone 3r: —j2-6 Deck Type: Type Underlayment Roof Slope: 12 Insulation: Fire Barrier: Ridge Ventilation? Fastener Type&Spacing: Adhesive Type: Type Cap Sheet Mean Roof Height: Roof Covering. Type&Size Drip 6 43 Y Edge: