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HomeMy WebLinkAboutProduct Approvals 12/6/21,3:59 PM Florida Building Code Online �� i' BCIS Home Log In , User Registration Hot Topics Submit Surcharge Stats&Facts Publicationsu j Contact Us ( BCIS Site Map 1 Links Search Florida Product Approval ►y:- USER:Public User Product Approval Menu>Product or ARolicatlon Search>Application List Search Criteria Refine Search C 0 ` Code Version 2020 FL# yjj �.4Ap plication Type ALL Product Manufacturer Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL# Ing Manufacturer Validated By Status FL2847- Revisio romanco t Miami-Dade BCCO- Approved $t 5 Category: oofirfig � VAL — A-OL\, Subcategory: Roofing Accessories that are an Integral Part of the (786)315-2590 Roofing System "Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary, Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cgpydght 2007-2013 State_of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records-.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/pr/pr app_lst.aspx 1/1 1216/21,3:56 PM Florida Building.Code Online l��� "9�A ,�."�. n Ii •^'3 [ -vs. `�i P ��q r" o �� q 1 � I, ��r�" �./ ��S�sy4L'��_ BCIS Home ! Login User Registration Hot Topics Submit Surcharge Stats&Facts t Publications Contact Us BCIS Site Map Links Search Florida .1 " 'Product Approval t USER:Public User „- Product Approval Menu>Product or Agpllcation Search>BRnlication List>Application Detail nolIEW! RPM= e%o P% o FL# FL2847 R3.5 L y Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Lomanco Address/Phone/Email �2101Wt Main St Jacksonville,AR 72076 (501) 983-6163 kjelley@lomanco.com Authorized Signature Katrina Jelley kjelley@lomanco.com Technical Representative KATRINA JELLEY Address/Phone/Email 2101 West Main St Jacksonville,AR 72076-4247 (501)982-6511 Ext 6163 kjelley@lomanco.com Quality Assurance Representative KATRINA JELLEY Address/Phone/Email 2101 West Main St Jacksonville,AR 72076-4247 (501) 983-6163 kjelley@lomanco.com Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity Miami-Dade BCCO-EVL Quality Assurance Entity Miami-Dade BCCO-CER Quality Assurance Contract Expiration Date 09/04/2023 Validated By Miami-Dade BCCO-VAL Certificate of Independence Referenced Standard and Year(of Standard) Standard Year Miami-Dade TAS 100(A) 1995 Equivalence of Product Standards Certified By Approved Evaluation Entity FL2847 R15 Eauiv 21032308.pd Sections from the Code https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvsWZ7iutEgYhemCWkzmFLOKQ6m%2f4PGX8CH5ggknrhxiA%3d%3d 1/2 y 12/6/21,3:56 PM Florida Building Code Online Product Approval Method Method 1 Option C Date Submitted 08/02/2021 Date Validated 08/18/2021 Date Pending FBC Approval Date Approved 08/26/2021 Summary of Products FL# Model,Number or Name Description 2847.1 Lomanco Lo-OmnlRidge LOR9-4; Gun Nailable 4'Ridge Vent for 9"Cap Shingles TRI-BUILT Lo-OmniRfdge LOR9-4 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL2847 R15 II 19121705.pdf Approved for use outside HVHZ:Yes Verified By: Miami-Dade BCCO-EVL Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: 1. Refer to applicable building codes for required FL2847 R15 AE 19121705.pdf ventilation. 2. Ridge Vent shall not be installed on roof hips. 3. Ridge Vent shall not be connected at ridge intersection, nor within 12"of any side wall or roof protrusion,with a ventilation slot clearance of 12"from such obstructions.4. Ridge Vent shall not be installed on roof mean heights greater than 33 feet. 284:7 2 Loma tLo OmnlRofl L012=30 TRI- 60"Gun Naffable Shingle Over Ridge Vent(Sold as 30'roll-six BUILTLo;OmniRollsLOR 30 60"vents are welded together,) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL2847 R15 II 19121703.pdf Approved for use outside HVHZ:Yes Verified By: Miami-Dade BCCO-EVL Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: 1. Refer to applicable building codes for required FL2847 R15 AE 19121703.pdf ventilation. 2. OmniRidge Vent shall not be Installed on roof mean heights greater than 33 feet. 2847.3 OmniRidge OR-4 4'Shingle Over Ridge Vent Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL2847 R15 II 21032308.pd _Approved for use outside HVHZ:Yes Verified By: Miami-Dade BCCO-EVL Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: 1. Refer to applicable building codes for required FL2847 R15 AE 21032308.pdf ventilation. 2. OmniRidge.Vent shall not be installed on roof mean heights greater than 33 feet. 6nck Next Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.CSRyaght 2007-2013 State of Florida.::Privacy,Statement::Accessibility,Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe hftps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwiDgvsWZ7iutEgYhemCWkzmFLOKQ6m%2f4PGX8CH5ggknmxiA%3d%3d 2/2 I -DADE COUNTY MIAMI-DADE C_ ONTROL SECTION FILE11805 W 26 Str ee t,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE:OF ACCEPTANCE (NOA) www.miamidade.aov/economy Lomanco,In�c. � ' 2101-West 1VlWWStreet Jacksonville,AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Lomanco Lo-OmniRoll LOR-30 Ridge Vent TRI-BUILT®Lo-OmniRoll LOR-30 Ridge Vent LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes,shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA revises NOA No. 18-1107.02 consists of pages 1 through 5. The submitted documentation was reviewed by Freddy Semino NOA No.: 19-1217.03 QMIAMMI-DMADE couN rr Expiration Date: 09/04/23 Approval Date: 01/23/20 Page 1 of 5 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Category: Ventilation Materials: Plastic Minimum Slope: 3:12 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Product Product Dimensions Specification Description Lomanco Lo-OmniRoll 60"x 14'h"x 5/8" TAS 100(A) Ridge ventilation system (LOR-30)Ridge Vent 0.625"thick TRI-BUILT®Lo-OmniRoll 60"x 14'/z"x 5/8" TAS 100(A) Ridge ventilation system (LOR-30)Ridge Vent 0.625"thick TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Product Product Dimensions Specification Description Manufacturer Roofing Nails Min. 12 ga., TAS 114 Appendix E Corrosion resistant smooth shank Generic T 3/4" nails MANUFACTURING LOCATION 1. Jacksonville,AR EVIDENCE SUBMITTED Test Aeencv/Identifier Name Report Date PRI Construction Materials Technologies,LLC TAS 100 LOM-003-02-01 01/15/03 TAS 100(A)-95 LOM-028-02-01 08/28/13 ASTM D635 LOM-030-02-01 07/23/13 ASTM D638. LOM-025-02-01 05/30/13 ASTM D1929 LOM-031-02-01 07/23/13 ASTM G155 LOM-025-02-01 05/30/13 NOA No.: 19-1217.03 r IAMI-D me COUNTY Expiration Date: 09/04/23 Approval Date: 01/23/20 Page 2 of 5 APPROVED APPLICATIONS Tradename: Lomanco Lo-Omni Roll(LOR-30)Ridge Vent TRI-BUILT®Lo-OmniRoll(LOR-30)Ridge Vent System Type: Mechanical attachment of ridge vent system over composition shingles. Slot: Truss Construction: Cut shall be 1-1/4"wide and 6"shorter at each end than the total length of the ridge vent to be installed. Ridge Pole Construction: Cut shall be 2 3/4""wide and 6" shorter at each end than the total length of the ridge vent to be installed. Installation: Mark proper alignment and end line for vents with chalk; snap a chalk line down both sides of the ridge at a distance of 7"down from the peak as shown in the manufacturer's installation instructions. Center the length of vent along the ridge. Start nailing with minimum 1 1/4"roofing nails placed 6"on center at manufacturer pre-marked locations. Use nails of sufficient length to penetrate through the sheathing a minimum of 3/16"or at least 1"into wood plank decking thicker than 1". Cut lines are provided if more than one vent is being used(See manufacturer installation manual). Additional pieces shall run in the same direction as they unroll out of the carton. Ridge Shingle: Using nail lines provided on top of vent, install the cap shingles directly to the vent, in compliance with the shingle manufacturer's Notice of Acceptance(NOA)and installation instructions,using roofing nails of sufficient length to penetrate through the sheathing a minimum of 3/16"or at least 1"into wood plank decking thicker than 1". Ventilation Calculations: Refer to manufacturer's published literature. NOA No.: 19-1217.03 CMILAMI-Q�AE...... rr Expiration Date: 09/04/23 Approval Date: 01/23/20 Page 3 of 5 LIMITATIONS 1. Refer to applicable Building Code for required ventilation. 2. Ridge Vents shall comply with applicable Building Code. 3. Lomanco Lo-Omni Roll(LOR-30)Ridge Vent and TRI-BUILT®Lo-OmniRoll(LOR-30)Ridge Vent shall not be installed in conjunction:with Gable vents. 4. Lomanco Lo-Omni Roll(LOR-30)Ridge Vent and TRI-BUILT®Lo-OmniRoll(LOR-30)Ridge Vent shall not be installed on roof hips. 5. Lomanco Lo-Omni Roll(LOR-30)Ridge Vent and TRI-BUILT®Lo-OmniRoll(LOR-30)Ridge Vent shall not be connected at ridge intersection, or within 12"of any,side wall or roof protrusion,with a ventilation slot clearance of 12"from such obstructions. 6. Lomanco Lo-Omni Roll(LOR-30)Ridge Vent and TRI-BUILT®Lo-OmniRoll(LOR-30)Ridge Vent shall not be installed on roof mean heights greater than 33 ft. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 19-1217.03 Miaru•DADE CDU�W Expiration Date: 09/04/23 Approval Date: 01/23/20 Page 4 of 5 19Z i I e �ii iit a II 1 s li � t�j s sIl Its - i(t 3 S ffi P t12 1 i61 _ it 12 SS601, it 1 s I I Its", tZ SI Y :� aii ilE W �iI 1 s pR dl11 s sGl 411 'tAjf,. lit i * I is tltl LL 2 i ( , ttj SFR a III ZM '6i" ( tilt it s • 14.5 .6250" Lomanco Lo-OmniRoll(LOR-30)Ridge Vent TRI-BUILT®Lo-OmniRoll (LOR-30)Ridge Vent END OF.THIS ACCEPTANCE NOA No.: 19-1217.03 QMLAMMADS, UNTY Expiration Date: 09/04/23 Approval Date: 01/23/20 Page 5 of 5 I 1 M IAM I•DiADE o MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy Gardner Asphalt Corporation 4161 W. 7'Avenue Tampa,FL.33605 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been-reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as.described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone ofthe Florida Building Code. .._ .�.;� DESCRIPTION: G rdner Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will'occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the.words Miami-Dade County, Florida, and followed by.the expiration date may be-displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA revises NOA# 18-0409.06 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY NOA: 20-0521.01 .T.. � Expiration Date: 03/28/23 Approval Date: 06/25/20 Page 1 of 6 ROOFING COMPONENT APPROVAL Category Roofing Sub-Category: Underlayment Material: Asphalt TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description APOC Tuff-Felt 26 36"x 72' rolls ASTM D 226 Type II Asphalt Saturated Felt underlayment,2 Manufacturing square#30. Location 91, 2 United FGUR20 36"x 72' rolls ASTM D 226 Type II Asphalt Saturated Felt underlayment,2 Manufacturing square#30. Location#1, 2 APOC 25 36"x 72' rolls ASTM D 226 Type II Asphalt Saturated Felt underlayment;2 Manufacturing square#30. Location 91, 2 No.30 ASTM 36"x 72' rolls ASTM D 226 Type II Asphalt Saturated Felt underlayment,2 Manufacturing square#30. Location 91, 2 TB-9F25UR 36"x 72' rolls ASTM D 226 Type II Asphalt Saturated Felt underlayment, 2 Manufacturing square#30. Location 91, 2 APOC Tuff-Felt 46 36"x 144' rolls ASTM D 226 Type I Asphalt Saturated Felt underlayment,4 Manufacturing square#15. Location 91, 2 United FGUR10 36"x 144' rolls ASTM D 226 Type I Asphalt Saturated Felt underlayment,4 Manufacturing square#15. Location#1, 2 APOC45 36"x 144' rolls ASTM D 226 Type I Asphalt Saturated Felt underlayment,4 Manufacturing square#15. Location#1, 2 No. 15 ASTM 36"x 144' rolls ASTM D 226 Type I Asphalt Saturated Felt underlayment,4 Manufacturing square#15. Location#1, 2 C •DADE COUNTY - NOA:20-0521.01 •. O, Expiration Date: 03/28/23 Approval Date: 06/25/20 Page 2 of 6 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description TB-9F45UR 36"x.144' rolls ASTM D 226 Type I Asphalt Saturated Felt underlayment,4 Manufacturing square#15. Location#1, 2 United FGUR70 18"x 72' rolls ASTM D 226 Type II Asphalt Saturated Felt underlayment, 1 Manufacturing square#30. Location#1, 2 ator n 42"x 285.8' rolls ASTM D 226 Type II Synthetic roof underlayment comprised Manufacturing of layers of polyolefin film. Location#3 GatorSkin-10 42"x 285.8' rolls ASTM D 226 Type II Synthetic roof underlayment comprised Manufacturing of layers of polyolefin film. Location#5 Weather-Armor CX-L 37.25"x 145' rolls ASTM D 226 Type II High strength hybrid underlayment Manufacturing comprised of two layers of polyolefin and Location #3 polyester synthetic fabric with a thin layer of modified bitumen between the two plies. 'leather rS 36"x 65' 8"rolls ASTM D 1970 Glass fiber reinforced,polymer modified Manufacturing asphalt,granulated self-adhered Location#4 underlayment. Gard-Lock 36"x 65' 8"rolls ASTM D 1970 Glass fiber reinforced,polymer modified Manufacturing asphalt,granulated self-adhered Location#4 underlayment. Weather-Armor HV 39"x 65' 8"rolls ASTM D 1970 60-mils thick(nominally),self-adhering Manufacturing membrane composed of elastic polymers, Location#4 bitumen,glass reinforcements and a cross laminated sheet surfacing. Weather-Armor FT3 39"x 65' 8"rolls TAS 103 60-mils thick(nominally),self-adhering Manufacturing membrane composed of elastic polymers, Location 94 bitumen polyester and glass reinforcement. IIAMI•DAD EEC 0UNTY NOA:20-0521.01 Expiration Date: 03/28/23 Approval Date: 06/25/20 Page 3 of 6 MANUFACTURING LOCATIONS: 1. Tacoma, WA. 2. Eutaw,AL. 3. Hangzhou, China. 4. Springville,AL. 5. Tampa,FL. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Construction Materials GGI-100-02-01 ASTM D 226 06/22/12 Technologies GGI-101-02-01 ASTM D 226 06/22/12 GGI-132-02-01 ASTM D 226 04/28/15 GGI-176-02-01 ASTM D 226 09/26/16 GGI-178-02-01 ASTM D 1970 10/25/16 GGI-194-02-01 ASTM D 1970 08/04/17 GGI-196-02-01 TAS 103 08/08/17 GGI-206-02-01 ASTM D 226 03/09/18 GGI-207-02-01 ASTM D 226 03/09/18 GGI-201-02-01 ASTM D 1623 01/29/18 GGI-178-02-01, ASTM D 1970 01/29/18 GGI-178-02-02 ASTM D 1970 01/29/18 GGI-199-02-02 ASTM D 226 12/12/17 NOA:20-0521.01 MLAMMAoe COUNTY Expiration Date: 03/28/23 Approval Date: 06/25/20 Page 4 of 6 APPROVED ASSEMBLIES: Deck Type 1: Wood,Non-insulated Deck Description: 19/32' or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened to deck. Anchor Sheet: One or more plies of APOC Tuff-Felt 26,United FGUR20,United FGUR70,APOC 25,No. 30 ASTM,TB-9F25UR,.GatorSkin,GatorSkin-10 or Weather-Armor CX-L with a minimum 4" headlap and a.6"end lap mechanically fastened to deck with approved nails and tin caps 6 inches o.c.minimum at all laps and three staggered rows fastened at 12 inches o.c. minimum in the field of the roll.Nails shall be driven flush and 90 degrees to the roof deck. Surfacing: Shall be acceptable for use in approved asphaltic shingles,wood shakes,&shingles,quarry slate,metal roof applications,and as an anchor sheet in roof tile applications.Must Comply with applicable Roofing Application Standards and Building Codes. Deck Type 1: Wood,Non-insulated Deck Description: 19/32" or greater plywood or wood plank System E(2): Anchor sheet mechanically fastened to deck. Anchor Sheet: Minimum 2 plies or more of APOC Tuff-Felt 46,United FGUR10,APOC 45,or No. 15 ASTM, TB-9F45UR with a minimum 19"headlap and a 6"end lap mechanically fastened to deck with approved nails and tin�caps 6 inches o.c.minimum at all laps and three staggered rows fastened at 12 inches o.c.minimum in the field of the roll.Nails shall be driven flush and 90 degrees to the roof deck. Surfacing: Shall be acceptable for use in approved asphaltic shingles,wood shakes,&shingles, quarry slate,metal roof applications,and as an anchor sheet in roof tile applications. Must Comply with applicable Roofing Application Standards and Building Codes. MIAMI•DADE COUNTY NOA:20-0521.01 Expiration Date: 03/28/23 Approval Date: 06/25/20 Page 5 of 6 Deck Type 1: Wood,Non-insulated Deck Description: 19/32" or greater plywood or wood plank E System 3 y ( ). Anchor sheet mechanically fastened to deck,membrane adhered. Anchor Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4"headlap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll. Membrane: One or more plies of Weather-Armor SB-1,Gard-Lock, or Weather-Armor HT self-adhering membrane adhered to the anchor sheet with a minimum 3"headlap and 6"end lap. Surfacing: Shall be acceptable for use in approved asphaltic shingles,wood shakes,&shingles, quarry slate, and metal roof applications. Must Comply with applicable Roofing Application Standards and Building Codes. Deck Type 1: Wood,Non-insulated Deck Description: 19/32" or greater plywood or wood plank System E(4): Anchor sheet mechanically fastened to deck,membrane adhered. Anchor Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4"headlap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll. Membrane: One or more plies of Weather-Armor FT3 self-adhering membrane adhered to the anchor sheet with a minimum 3"headlap and 6"end lap. Surfacing: . Weather-Armor FT3 Shall be acceptable for use in approved asphaltic shingles,wood shakes,&shingles,quarry slate,metal roof, and mechanically fastened roof tile applications. • Weather-Armor FT3 may be used with any approved adhered roof tile system as specified in their current NOA using the following tile adhesives with current NOA: ■ The Dow Chemical Company's TILE BOND Roof Tile Adhesive ■ ICP Adhesives and Sealants,Inc.'s ICP Adhesive Polyset AH-160 Must Comply with applicable Roofing Application Standards and Building Codes. CMIAMIMMADERCOUMNTY NOA:20-0521.01 Expiration Date: 03/28/23 Approval Date: 06/25/20 Page 6 of 6 LABELING: All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,city, state and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. M1AM1•DADE COUNTY BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this material. LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofing applications.Minimum deck requirements shall be in compliance with applicable building code. 3. Weather-Armor SB-1, and Weather-Armor HT shall not be hot mopped; refer to manufacturer's published literature for product compatibility. 4. Gardner Underlayments listed herein are components used in roof assemblies. Roof assemblies are approved under specific assembly Notice of Acceptance. 5. APOC-Tuff Felt 26,United FGUR20,APOC 25,No. 30 ASTM, TB-9F25UR,APOC-Tuff Felt 46,United FGUR10,APOC 45,No. 15 ASTM,TB-9F25UR,United FGUR70, GatorSkin,GatorSkin-10 and Weather Armor CX-L listed herein shall not be left exposed as a temporary roof for longer than 30 days of application. 6. Gard-Lock and Weather Armor SB-1 listed herein shall not be left exposed as a temporary roof for longer than 90 days of application. 7.. Weather-Armor HT and Weather-Armor FT listed herein shall not be left exposed as a temporary roof for longer than 180 days of application. S. Gardner Underlayments listed herein may be used with any approved roof covering Notice of Acceptance listing Gardner Underlayments listed herein as a component part of an assembly in the Notice of Acceptance. If Gardner Underlayments listed herein is not listed; a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 9. For fire classification of specific roof assemblies using Gardner Underlayments listed herein refer to a current Approved Roofing Materials Directory for fire ratings of this product. 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA:20-0521.01 MIAMI•DAD;COUNTY Expiration,Date: 03/28/23 Approval Date: 06/25/20 Page 7 of 6 12/28/21,10:33 AM Florida Building Code Online ®•��i.F�y oae b #;' � � © F �p�T'V�F�Y�..�g 4.�J A��y'a��7` , � 7 7., BCIS Home .� Log Inw l User Registration Hot Topics I Submit Surcharge Stats&Facts Publications ! Contact Us } BCIS Site Map Links I Search b 8Product Approval USER:Public User r c Roroval Menu>Product or ARulication Search>Applice n List Lwo"10 COPY Search Criteria W, a e-seal -All Code Version 2020 FL# 35324 Application Type ALL Product Manufacturer ALL Category ALL Subcategory � Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired. ALL Product Model,.Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results--Applications FL# IY-M Manufacturer Validated By Status FL35321 New TAMKO Building odu_cts'LLC Robert Nieminen,PE; NEMO ETC, LLC Approved Category:Roofing (203)262-9245 Subcategory:AspFiaTt—S}iingfe�"st *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC'and/or the Commission if necessary. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.CgRylight 2007-2013 State of Florida.:: 'Privacy.Statement::Accessibility Statement>:Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to-a public-records request,do not send electronic mail to-this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses.are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe hftps:,//fioridabuilding.org/pr/prL_app_lst.aspx 111 12/26/21,10:32 AM Florida Building Code Online } , ti fiWN b` Hraw� IFS , BCIS Home Log In User Registration Hot Topics I Submit Surcharge Stats&Facts Publications I Contact Us ! 1 BCIS Site Map' Unks Search Florida k" Product Approval pr USER:Public User Product Approval Menu>Product or Aoolication Search>612 7FALL FL#PP YP A lication T e Code Version Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed,and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer TAMKOyBuiltl,i g PucYs:LLC. Address/Phone/Email PO Box 97 Galena,KS 66739 (417)624-6644 Ext 2305 kerri__�eden@tamko.com Authorized Signature Kerr!Eden kerri—eden@tamko.com Technical Representative Kerr[Eden Address/Phone/Email PO Box 1404 Joplin,MO 64BO2 (417)624-6644, Ext2305 kerri--Pden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory sphaltShingaes Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity UL LLC Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 06/23/2023 Validated By Robert Nieminen,PE,NEMO ETC,LLC Lj Validation Checklist-Hardcopy Received Certificate of Independence FL35321 RO COI UL Standards of Business Conduct-Independence.pdf Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code 104.11 1504.6 1507.2.5 1507.2.7.1 R905.2.4 R905.2.6.1 hftps://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqugTpvOGuj4wUr2GseiRf3toJn6embhMJYcWNcZuwlwpQ%3d%3d 1/2 12/28/21,10:32 AM Florida Building Code Online Product Approval Method Method 2 Option A Date Submitted 11/20/2020 Date Validated 11/23/2020 Date Pending FBC Approval Date Approved 11/24/2020 Summary of Products FL# Model,Number or Name Description -s 35321.1 4TL�`�1Ksphal$aSfiingles Non-ASTM D3462 asphalt roof shingles and ridge cap shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL35321 RO II 2020 11 18 TAMKO UL ER2919-02.W Approved for use outside HVHZ:Yes Verified By: UL LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Refer to UL ER Section 8 for Limits of Use. FL35321 RO AE 2020 11 18 TAMKO UL ER2919-02.pdf Brack FEE, Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.CoRyright 2007-2013 State of Florida.::Privacy Statement::Accessibility,Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.,Instead,contact the office by phone or by traditional mall.if you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1), Florida Statutes,effective"October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Departmentwith an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQvADqugTpvOGuj4wUr2GseiRf3toJn6embhMJYcWNcZuwlwpQ%3d%3d 2/2 I 1 UL Evaluation Report UL ER2919-02 Issued:April 25,2014 Revised: November 18,2020 Visit UL,LLC's Product iQTM database for the status of this Rep rt. UL Category Code: ULEZ CSI MasterFormat0 DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTI Sub-level 2: 07 30 00—Steep Slope Roofing Sub-level 3: 07 3100-Shingles and Shakes Sub-level 4: 07 31 13—Asphalt Shingle COMPANY: TQMK dB UILDINGPRODUCTS LLC:' 198 FOUR STATES DRIVE GALENA, KANSAS 66739 (417)624-6644 www.tamko.com 1.SUBJECT:Asphalt Shingles ELITE GLASS-SEAL HERITAGE, HERITAGE.IR, HERITAGE PREMIUM, HERITAGE WOODGATE, HERITAGE VINTAGE, AND HERITAGE PROLINE TITAN XT HERITAGE VINTAGE 12 X 12 HIP AND RIDGE, 12-'/a X 12 HIP AND RIDGE AND 12'/e X 12 HERITAGE HIP AND RIDGE IR HERITAGE VINTAGE STARTER 2.SCOPE OF EVALUATION ■2018, 2015, 2012, and 2009 International Building Code 0(IBC) ■2018, 2015, 2012, and 2009 International Residential Code®(IRC) ■2020 Florida Building Code—Building ■2020 Florida Building Code—Residential ■ICC ES Acceptance Criteria for Quality Documentation (AC10) ■ICC ES Acceptance Criteria for Alternative Asphalt Roofing Shingles (AC438) The products were evaluated for the following properties: ■Exterior Fire Exposure(UL790,ASTM E108) ■Wind Resistance(ASTM D3161;ASTM D7158) ■Physical Properties(ASTM D3462, ICC ES AC438) ■Impact Resistance(UL 2218) 3. REFERENCED DOCUMENTS ■ UL790(ASTM E108), Standard Test Methods for Fire Tests of Roof Coverings Eighth Edition, dated October 19, 2018 ■ UL 2218, Standard Test Methods for Impact Resistance of Prepared Roof Covering Materials ■ ASTM D3161, Standard Test Method for Wind-Resistance of Asphalt Shingles (Fan-Induced Method) ■ ASTM D7158, Standard Test Method for Wind Resistance of Asphalt Shingles (Uplift Force/Uplift Resistance Method) ■ UL Subject 2375 Issue No. 2, Outline of Investigation for Hip and Ridge Shingles (UL Fire and Wind Tests) ■ ICC ES Acceptance Criteria for Alternative Asphalt Roofing Shingles(AC438) ■ ICC ES Acceptance Criteria for Quality Documentation (AC10) 4. USES TAMKO asphalt shingles described in this report are alternatives to asphalt shingles complying with Section 1507.2.4 of the 2018 IBC, Section 1507.2.5 of the 2015, 2012, and 2009 IBC, Section 1507.2.5 of the 2020 Florida Building Code-Building, or Section R905.2.4 of the IRC and 2020 Florida Building Code -Residential, and are Class A roof coverings for new and existing roofs. 5. PRODUCT DESCRIPTION TAMKO asphalt shingles are roof covering materials complying with the following properties when installed as described in this report. The products are three-tab shingles, laminated shingles and hip and ridge shingles. Fire Classification: TAMKO asphalt shingles covered under this Report have been tested for fire classification Class A in accordance with UL 790 (ASTM E108). Shingles tested in accordance with UL790 (ASTM E108)qualify for use under Section 1505.1 of the 2020 Florida Building Code-Building, IBC, -Section R902.1 of the IRC and 2020 Florida Building Code-Residential. Wind Resistance: TAMKO asphalt shingles covered under this Report have been tested for wind resistance in accordance with ASTM D3161 or ASTM D7158. Shingles tested in accordance with ASTM D3161 are classified as Class F and qualify for use under the exception to Section 1504.1.1 of the 2018 and 2015 IBC and Section 1507.2.7.1 of the 2012 and 2009 IBC and 2020 Florida Building Code-Building, the exception to Section R905.2.4.1 of the IRC, and Section R905.2.4 of 2020 Florida Building Code-Residential. Shingles tested in accordance with ASTM D7158 are classified as Class H and qualify for use in locations as shown in Table 1507.2.7.1 of the 2012, 2009 IBC and 2020 Florida Building Code-Building, Table R905.2.4.1 of the 2012 and 2009 IRC, or Table R905.2.6.1 of the 2020 Florida Building Code- Residential,where the maximum basic wind speed is 150 mph (67 m/s) or less with exposure category of B or C (ASCE 7) and a maximum building height of 60 feet(18.3 m). Installation must be in accordance with Section 1507.2.6 of the 2018 IBC and Section 1507.2.7 of the 2015, 2012, and 2009 IBC, or Section R905.2.6 of the 2018, 2015, 2012, and 2009 IRC, as applicable. Page 2 of 18 Physical Properties:TAMKO asphalt shingles covered under this Report have been tested for physical properties in accordance with ICC ES AC438. Shingles tested in accordance with ICC ES AC438 qualify as an alternative roof covering for use under Section 1507.2.4 of the 2018 IBC, Section 1507.2.5 of the 2015, 2012, and 2009 IBC, Section 1507.2.5 of the 2020 Florida Building Code- Building, or Section R905.2.4 of the IRC and 2020 Florida Building Code-Residential. When installed on new construction in accordance with this report and the TAMKO Building Products LLC.installation instructions, the shingles are a Class A roof covering. When the shingles are installed over existing roof coverings,the Class A fire classification is maintained. 5.1 Three-Tab Shingles—Elite Glass-Seal: Elite Glass-Seal shingles are three-tab shingles manufactured with a single fiberglass mat, coated on both sides with asphalt, and surfaced on the weather-exposed side with mineral granules. The shingles are self-sealing and have beads of thermal-tab sealing adhesive above the shingle butt on the weather side. See Table 2 for product dimensions and manufacturing locations. 5.2 Laminated Shingles—Heritage, Heritage IR, Heritage Premium, Heritage Woodgate, Heritage Vintage,and Heritage Proline Titan XT: Heritage, Heritage IR, Heritage Premium, Heritage Woodgate, Heritage Vintage, and Heritage Proline Titan XT shingles are laminated shingles manufactured with a double layer of fiberglass mats coated with asphalt on all sides;and surfaced on the weather-exposed side with mineral granules. See Table 3, Table 4 Table 5, Table 6, Table 7, Table 10 and Table 13 for product dimensions and manufacturing locations. 5.3 Hip&Ridge Shingles—12-'/4 X 12 Hip and Ridge, Heritage Vintage 12 X 12 Hip and Ridge, 12'/4 X 12 Heritage Hip and Ridge IR: 12-%X 12 Hip and Ridge, Heritage Vintage 12 X 12 Hip and Ridge, and 12 Y4 x 12 Heritage Hip and Ridge IR shingles are prefabricated hip and ridge shingles. Heritage Vintage 12 X 12 Hip and Ridge shingles are perforated so they can be torn into three 12-inch by 12-inch shingles. The 12-%X 12 Hip and Ridge and 12-%4 X 12 Heritage Hip and Ridge IR shingles are perforated so they can be torn into three 12-%4 inch by 12-inch shingles..As an alternative, Elite Glass-Seal shingles are cut into three 12-%4 inch by 12-inch hip and ridge shingles. See Table 8, Table 9, and Table 11 for product dimensions and manufacturing locations. 6. INSTALLATION TAMKO asphalt shingles must be installed in accordance with the applicable code, this report and.the manufacturer's published installation instructions. The shingles must be installed in accordance with Section 1507.2 of the IBC and 2020 Florida Building Code-Building, or Section R905.2 of the IRC and 2020 Florida Building Code-Residential, as applicable, except as noted in this report. The manufacturer's published installation instructions must be available at all times on the jobsite during installation. Minimum roof slopes must be 2:12(16.67%slope)for the three-tab shingles described under 5.1 of this Report and for the laminated shingles described under 5.2 of this Report. Page 3 of 18 6.1 Underlayment and Ice Barriers: For roof slopes 4:12 and greater, the roof deck must be covered with a minimum of one layer of underlayment as described in Sections 7.2 and 7.3 of this Report. Underlayment application must be in accordance with Table 1507.1.1 of the 2018 IBC, 2020 Florida Building Code- Building, and Section 1507.2.8 of the 2015, 2012, and 2009 IBC or Section R905.2.7 of the IRC and Section 905.2.3 of the 2020 Florida Building Code- Residential, as applicable. For roof slopes 2:12 and up to but less than 4:12, two layers of the underlayment described in Section 7.2 or one layer of the self-adhering polymer modified bitumen sheet in described in Section 7.3 of this Report are required. Underlayment application must be in accordance with Section 1507.1.1 of the 2018 IBC, 2020 Florida Building Code-Building, and Section 1507.2.8 of the 2015, 2012, and 2009 IBC, Section R905.1.1 of the IRC; and 2020 Florida Building Code- Residential, as applicable. In areas where there has been a history of ice forming along the eaves, causing a backup of water, an ice barrier must be provided in accordance with Section 1507.1.2 of the 2018 IBC and Section 1507.2.8.2 of the 2020 Florida Building Code-Building, 2015, 2012, and 2009 IBC or Section R905.2.7 of the 2018 IRC, 2020 Florida Building Code-Residential, and Section R905.16.4.1 2015 IRC, and Section R905.2.7.1 of the 2012, and 2009 IRC, as applicable. 6.2 Starter Shingle: A starter course, as described in Section 7.4 of this Report, must be attached to the eave edge using fasteners described in'Section 7.5 of this Report, located 1'/z to 3 inches (38.1 to 76.2 mm) from the eave edge and spaced 1 inch (25.4 mm)and 12 inches (305 mm)from each end, for a total of four fasteners per shingle. Starter strips must overhang the eave and rake edges'/to 3/< inch (6.4 to 19.1 mm) if no drip edge flashing is present. If drip edge flashing is present, install shingles even with the drip edge or overhang the drip edge up to%inch. 6.3 Asphalt Shingles: The first course of field shingles must be installed over the starter course described in Section 7.4 of this Report. Shingles must be installed with vertical joints offset a minimum of 4 inches (102 mm)from adjacent courses. 6.3.1 Three-Tab Shingles—Elite Glass-Seal: For roof slopes 2:12 up to but less than 21:12(16.67%to 175%slope), each shingle must be fastened to the roof deck using a minimum of four fasteners, spaced as shown in Tables 2 and 3. For roof slopes equal to or greater than 21:12 (175% slope), six fasteners must be used, spaced as shown in Table 2. Fasteners must be in a nail area between 5-%inches (143 mm)and 6-Y8 inches (175 mm) from the butt edge of the shingle. Maximum exposure to the weather must be 5-'/8 inches (130 mm). In colder climates or wind regions where it is questionable whether the thermal-sealing adhesive will activate to seal the shingles, the shingles can be hand-sealed. A 1-in diameter (25.4 mm)spot of asphalt cement complying with ASTM D4586,Type I, Class I, should be placed under the corner of each tab (two spots per tab). Page 4 of 18 6.3.2 Laminated Shingles—Heritage, Heritage IR, Heritage Premium, Heritage'Woodgate, and Heritage Proline XT: For roof slopes 2:12 up to but less than 21:12 (16.67%to 175%slope), each shingle must be fastened to the roof deck using a minimum of four fasteners, spaced as shown in Tables 3, 4, 5, 6, 10 and 13. For roof slopes over 21:12 (175% slope), six fasteners must be used, spaced.as shown in Tables 3, 5, 6, 10, and 13. Maximum exposure to the weather must be 5-%inches (143 mm). In colder climates or wind regions where it is questionable whether the thermal-sealing adhesive will activate to seal the shingles, the shingles can be hand-sealed. Four evenly' spaced 1-inch diameter(25.4 mm)spots of cement should be placed under the exposed portion of the shingle, approximately 1 inch (76 mm)above the butt edge. 6.3.3 Laminated Shingles-Heritage Vintage: For-roof slopes 2:12 up to but less than 21:12 (16.67%to 175%slope), each shingle must be fastened to the roof deck using a minimum of five fasteners, spaced as shown in Table T For roof slopes equal to or greater than 21:12 (175% slope), nine fasteners must be used, spaced as shown in Table 7. Fasteners must be located 6 and 11 1/2 inches (152,and 292 mm) above the butt edge of the shingles. Maximum exposure to the weather must be 5 inches (127 mm). In colder climates 'or wind regions where it is questionable,whether the thermal-sealing. adhesive will activate to seal,the shingles; the shingles must be hand-sealed. Four,evenly spaced 1-inch diameter(25,4 mm)spots of cement should be placed under the exposed portion of the shingle, approximately 1 inch (127 mm)above the butt edge. 6.4 . . .Valley Construction and Other Flashing: Valleys must consist.of woven, open valley or closed-cut construction and must be flashed in- accordance with.Section 1507 2.8.2 of the 2018 IBC, and Section 1507.2.9.2 of the 2020 Florida Building Code - Building, 2015, 2012, and.2009 IBC or Section R905.2:8.2.of the IRC and 2020 Florida Building Code- Residential. Other flashings must,be in accordance with Sections 1503.2 and'1507.2.8 of 2020 Florida.Building Code Building, 2018 IBC, Section 1507.2.9 of the 2015, 2,012, and 2009 IBC,or Section R903.2 and Section R905.2.8 of the IRC and 2020 Florida Building Code-Residential, as applicable. 6.6 Hip and Ridge Application: Hip and ridge shingles must be placed evenly over hips and ridges, and must be fastened to the roof.deck using two fasteners, one located on either side of the shingle„5?/2 inches (140 mm)or 5-% inches (143 mm)from the exposed end, and 1 inch (25.4 mm) in from the edge as shown in. Tables 8 and 9. Fasteners must be a minimum%4 inch(6.4 mm) longer than those used Iin'the field of the roof, as specified in Section 7.5 of this report. The 12-%4 X.12 Hip and.Ridge and 12-%x 12 Heritage Hip.and Ridge IR prefabricated hip and ridge shingles must be installed with a maximum exposure of 5%in. (130 mm). Heritage Vintage 12 X 12,Hip and Ridge prefabricated hip and ridge shingles must be installed with a maximum exposure of in. (127 mm). Hip and ridge shingles are installed starting at the bottom of the hip or from the end of the ridge opposite the.direction of the prevailing wind. Page 5 of 18 6.6 Reroofing: 9 The existing asphalt shingle roof covering must be inspected in accordance with the provisions and limitations of Section 1510 of the IBC, Section 1511 of the 2020 Florida Building Code - Building, Section R908.1 of the IRC, or Section 901.1 of the 2020 EBC-Residential, as applicable. Prior to the reroofing, hip and ridge coverings must be removed. Except as noted in this section, the shingles must be installed in accordance with Section 6.3 and 6.5 of this Report. Fasteners must be of sufficient length to penetrate 3/4 inch (19.1 mm) into the sheathing, or through the sheathing where the sheathing is less than 3/4 inch (19.1 mm) thick. Flashing and edging must comply with Section 6.4 and with Section1511.6 of the 2018 and 2015 IBC and 2020 Florida Building.Code - Building, Section 1510.6 of the 2012, and 2009 IBC and Section R908.6 of the 2018 and 2015 IRC, 2020 Florida Building Code -Residential, and R907.6 of the 2012, and 2009 IRC, as applicable. 7.INSTALLATIO N MATERIALS 7.1 Sheathing: The roof deck must be code-complying, minimum 3/8-inch thick (9.5 mm), exterior plywood complying with DOC PS-1; rated sheathing complying with DOC PS-2; or solid sheathing using minimum nominally 1 by 6 lumber. 7.2 Underlayment: Under the IBC or IRC, underlayment must comply with ASTM D226, Type I (minimum), ASTM D4869, Type I (minimum) or ASTM D6757 as specified in Section 1507.1.1 of the 2020 Florida Building Code - Building, Section 1507.2.3 of the IBC or Section R905.1.1 of the IRC, and 2020 Florida Building Code-Residential. 7.3 Self-adhering Polymer Modified Bitumen Sheet: The self-adhering polymer modified bitumen sheet must comply with ASTM D1970. 7.4 Starter Shingles: The starter course shingle consists of either TAMKO 10-inch starter, TAMKO Shingle Starter, TAMKO Perforated Starter,or a self-sealing three-tab shingle. If self-sealing three-tab shingles are used, remove the exposed tab portion and install with factory-applied sealant adjacent to the eaves. Heritage Vintage requires a Heritage Vintage starter shown in Table-12 is to be installed over the starter course at the eave edge. 7.5 Fasteners: Fasteners must be minimum No. 12 gage[0.105 inch (2.7 mm)], 3/8-inch diameter head (9.5 mm), galvanized, stainless steel, aluminum or copper corrosion-resistance nails. Fasteners must be of sufficient length to penetrate.into the sheathing'/-inch(19.1 mm), or through the sheathing, where the sheathing is less than'/-inch(19.1 mm)thick. Fasteners must be compliant with ASTM F1667. 7.6 Asphalt Cement: Asphalt cement must comply with ASTM D 4586, Type I, Class I. Page 6 of 18 8. CONDITIONS OF USE The TAMKO Asphalt Shingles described in this Report comply with, or are suitable alternatives to, what is specified in those codes listed in Section 2 of this Report, subject to the following conditions: 8.1 Materials and methods of installation shall comply with this Report and the manufacturer's published installation instructions. In the event of a conflict between the installation instructions and this Report, this Report governs. 8.2 The products are manufactured at the locations listed in Table 1 of this Report under the UL LLC Classification and Follow-Up Service Program, which includes regular audits in accordance with quality elements of ICC-ES Acceptance Criteria for Quality Documentation,AC10. 8.3 See UL Product iQTM database for Prepared Roof-Covering Materials(TFWZ). 9.SUPPORTING EVIDENCE 9.1 Manufacturer's descriptive product literature, including installation instructions. 9.2 See UL Product iQTM database for the following: 9.2.1 UL test reports and Classification in accordance with UL 790, Class A and UL Subject 2375 for Roof-Covering Materials (TFWZ). 9.2.2 UL test reports and Classification in accordance with ICC ES Acceptance Criteria for Alternative Asphalt Roofing Shingles,AC438. (TFWZ). 9.2.3 UL test reports and Classification in accordance with ASTM D7158, Class H for Prepared Roof-Covering Materials T( GAH). 9.2.4 UL test reports and Classification in accordance with ASTM D3161, Class F Prepared Roof-Covering Materials T( FWZ). 9.3 Quality Documentation in accordance with ICC-ES Acceptance Criteria for Quality Documentation,AC10. 10. IDENTIFICATION TAMKO asphalt shingles described in this Evaluation Report are identified by a marking on each package bearing the report holder's name (TAMKO Building Products LLC), the plant identification, the product name, the UL.Listing/Classification Mark and the evaluation report number UL ER2919-02. The validity of this Evaluation Report is contingent upon this identification appearing on the package. 11. USE OF UL EVALUATION REPORT 11.1 The approval of building products, materials or systems is under the responsibility of the applicable authorities having jurisdiction. 11.2 UL Evaluation Reports shall not be used in any manner that implies an endorsement of the product, material or system by UL. 11.3 The status of this report, as well as a complete directory of UL Evaluation Reports may be found at UL.com via the Product iQTM database. Page 7 of 18 c Table 1 —Manufacturing Locations LISTEE LOCATION FACTORY ID TAMKO BUILDING PRODUCTS LLC 7910 S CENTRAL EXPY D DALLAS TX 75216 TAMKO BUILDING PRODUCTS LLC 4500 TAMKO DR F FREDERICK MD 21704 TAMKO BUILDING PRODUCTS LLC 601 N HIGH ST J JOPLIN MO 64801 TAMKO BUILDING PRODUCTS LLC 1598 HWY 183PHILLIPSBURG KS 67661 P KAUL INDUSTRIAL PARK TAMKO BUILDING PRODUCTS LLC 2300 35TH ST T TUSCALOOSA AL 35401 Table 2—Elite Glass-Seal Dimensions: 12-%"x 36" ; Plant Location(s): Frederick, Joplin ------------------------'- - - ------------------------------------------------------- For slopes 2:12 up to but less than 21:12 NAILS Fastening Pattern: Nailing - - -.._._._...- - - - ----------- -!- 6-7/8" Area - - - - - - 1 5-5/8" Butt Edge - - - ------------------------------------------------------- For slopes equal to or greater than 21:12 ; ; NAILS Fastening Pattern: f� Nailing-,[;. �--- ' Area ----- --------------=-------------- ---------------------------y----------.............-...............-- `I` 5-5/8" 1 Butt Edge Page 8 of 18 Table 3—Heritage Dimensions: 13-%4"x 39 3/8" ---------------------------------------------------------------------------------------- Plant Location(s): Dallas, Frederick, Joplin, Phillipsburg ------------------------r-------------- -- --- - -------------- --------- - - -- For slopes between 2:12 up to but less than 21:12 NAIL ZONE FASTENERS COMMON BOND Fastening Pattern: I 6-1/8" EXPOSURE 5-5/8" 1" 12-1/2 12-3/8 12-1/2"—►I h-1" ------------------------F-------------- -- ---------------------- For slopes equal to or greater than 21:12 NAIL ZONE FASTENERS COMMON BOND Fastening Pattern: 61 :1 EXPOSURE 5-5/8"17 El 1—►{ �7-1/2:-►If-7-112"-►�f-7-3/B" -7-1I2" -7-1/2"-� �--1 I Page 9 of 18 ----------------------- --------------------Table.4-Heritage....................--------------------------- Dimensions: i 13-%"x 39-3/8" -------------------------r---------------------------------------------------------------------------------------- ; Plant Location(s): Tuscaloosa ; ------------------------- ---------------------------------------------------------------------------------------- For slopes between 2:12 up to but less than 21:12 1"-s �— 12-1/2" — —12-3/8"—�, 12-1/2"— 1" ; PAINT PREFERRED FASTENER LOCATIONS LINE 7-7/8" - -- —— - —-- ----- -- - - ---}NAIL ZONE 6-1/8 Fastening Pattern: COMMON EXPOSURE ACCEPTABLE FASTENER LOCATION DO NOT FASTEN ALONG EDGE OF COMMON BOND PREFERRED FASTENER LOCATION -------------------------F----------------------------- ---------------------------------------------------- For slopes equal to or greater than 21:12 NAIL ZONE FASTENERS COPAMON BOND ; Fastening Pattern: 6 i EXPOSURE 5-5/8" ' ; Page 10 of 18 1 Table 5-Heritage Premium Dimensions: 13-%"x 39 3/8" ------------------------r---------------------------------------------------------------------------------------- Plant Location(s): Phillipsburg, Frederick -----------------------r---------------------------------------------------------------------------------------- For slopes between 2:12.up to but less than 21:12 NAIL ZONE FASTENERS COMMON BOND Fastening Pattern: 6-1/8" EXPOSURE 5-518" 12-1/2" 12-3/8" - 12-1/2"--►I h--11' - =F----------------------- ------------------------------- ------------------- - For slopes equal to or greater than 21:12- NAIL ZONE FASTENERS COMMON BOND Fastening Pattern: IL EXPOSURE 5-518" 1=►� �t-7-112 �f-7-1/2"-►�7-3/8"►h-7-1/2" 7-1/2"►) �—V Table 6-Heritage Wood ate Dimensions: 13-%"x 393/8" ------------------------r---------------------------------------------------------------------------------------- Plant Location(s): Dallas, Frederick For slopes of 2:12 up to but less than 21:12 ' NAIL ZONE/ FASTENERS COMMON BOND Fastening Pattern: t 6-1/8" EXPOSURE S-5/8" 1-" --12-1/2, 12-ae,— -12-1/2"-+-1" -----------------------F -------------- --------------------------------------------- For slopes equal to or greater than 21:12 NAIL ZONE/ ,---V----;qASTENERS.7 COMMON BOND Fastening Pattern: t EXPOSURE 5 98" 1—� P-1/2"+7-11'21►[-7-3/8-►�,7-1/2+7-1/2- 1" Page 11 of 18 Table 7—Heritage Vintage Dimensions: 17-1/2'x 40" ------------------------r---------------------------------------------------------------------------------------- , Plant Location(s): Phillipsburg For slopes between 2:12 up to but less than 21:12 40" - ' HG.'RQ % Exposure TT z Z Notch 6" �J Fasteners Nai! Fastening Pattern: ~ — — ~ ♦ — — — — — — —~ a 1;• �Ji FxPoSttfe , ------------------------- ---------------------------------------------------------------------------------------- For slopes equal to or greater than 21:12 , r' Ationment : Notches o z 6" Fasteners Nail Zone Fastening Pattern: , , G" 0 Exposure 0 l r Apply under each tab 1`diameter aspha It adhesive cement Page 12 of 18 Table 8—Heritage Vintage 12 X 12 Hip and Ridge Dimensions: 12"x 12" ------------------------r---------------------------------------------------------------------------------------- Plant Location(s): Phillipsburg i i i i Nails 12" • • Fastening Pattern: I it �I in. 5" 5'l YL" Exposure 12" Page 13 of 18 i 1 Table 9—12?/4 X 12 Hip and Ridge Dimensions: 12-%4"x 12" -----------------------r---------------------------------------------------------------------------------------- Plant Location(s): Frederick, Joplin -----------------------r---------------------------------------------------------------------------------------- ; ; ; Nails 12-W •I I• 1 in.l� -►11 in. Fastening Pattern: ; 5 518" Exposure ; '12" Page 14 of 18 i Table 10-Heritage IR Dimensions: 13-%"x 39 3/8" -------- ---- ---------�- - - --- - - --- - -- ------- ---------------------------------- Plant Location(s): I Joplin, Philipsburg ------------------------r---------------------------------------------------------------------------------------- For slopes between 2:12 up to but less than 21:12 NAIL ZONE FASTENERS COMMON BOND Fastening Pattern: 6-1/8" EXPOSURE 5-5/8" 1- - 12-1/2" 12-3/8" 12-1/2"—� �1" -----------------------F------- -------------------------------------------------------------------------------- For slopes equal to or greater than 21:12 NAIL ZONE FASTENERS COMMON BOND Fastening Pattern: EXPOSURE 5-5/8" i=►I �-7-112"�f-7-112"-►�7-3/8"-►�7-1/2"-�7-112"-►, �--1" Page 15 of 18 Table 11 Heritage Hip and Ridge IR Dimensions: 12-y,"x 12" ------------------------r---------------------------------------------------------------------------------------- Plant Location(s): Joplin --------------- i i Nails Fastening Pattern: 12-Ys- 1 in. —N1 in. 5 518" Exposure 12" Table 12 Heritage Vintage Starter 36.00in.±118" .5 N Page 16 of 18 Table 13—Herita a Proline Titan XT Dimensions: 13%"x 393/s" ----------------------- ---------------------------------------------------------------------------------------- Plant Location(s): Philipsburg and Frederick ---- ------- - ----- - -- --------- - - - - ----- --- For slopes 2:12 up to but less than 21:12 } --►IIi 12-1/2"--I 12-3/8"=►I 12-1/2"—►�1, -- I _ Preferred Fastener Locations Nail Zone 5 6/8" Paint Lines "' Exposure _ j Fastening Pattern: 1' 39-3/8" `\ { Acceptable Fastener Location Preferred Fastener Location ------------------------r-------------------------------------------------------------------------- ------------- For slopes equal to or greater than 21:12 16"� �-8-1/2"— 7-3/8" 81/2"—•I . iRequired Fastener Locations C6 { , - - - -_; —Nail Line } ` Paint Lines Fastening Pattern: II Exposure i � 39-3/8" iy 1 Required Fastener Location Page 17 of 18 ' A ©2020 UL LLC This UL Evaluation Report is not an endorsement or recommendation for use of the subject and/or product described herein. 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