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HomeMy WebLinkAboutProduct Approval 4 MIAMI•DADE ® 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) w«vv.miamidade.gov/economy J.A. Taylor Roofing 302 Melton Drive Fort Pierce, FL.34982 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 falls 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: Edge—Loc 1.0: x 16"wide x 24 ga. Steel Panel over Wood Deck 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 an product,for P Y P sales,'advertising or an other purposes shall automatically terminate this NOA. Failure to comply with an section of g Y P rP Y P Y Y 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 renews NOA-No. 14-0418.01 and consists of pages 1 through 5. AUG �` OR The submitted documentation was reviewed by Freddy Semino J00 `ANCE co s`r, IJ (' OA No.: 18-1023.17 hIlAM1-DADS COUNTY `� ration Date: 01/09/2024 • ' FILE OP Page/ 0of 5 1 ROOFING ASSEMBLY APPROVAL Category Roofing Sub-Category: Metal,Panels(Non-Structural) Materials: Steel Deck Type: Wood Maximum Design Pressure —101.00 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specifications Description Edge-Loc 1.0 Length:various TAS 110 Corrosion resistant,prefinished,coated Width: 16" galvanized,galvalume, standing seam,metal Height: 1" panels. Thickness 0.024"(24 ga.) Min.Yield Strength: 50 ksi Trim Pieces Length:varies N/A Corrosion resistant,prefinished,coated Width:varies galvanized,galvalume, standing seam,metal Thickness 0.024"(24 ga.) panels. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Valspar 433X515 ASTM B 117 11/21/11 Valspar 433B173 ASTM D 4587,ASTM G 23 11/21/11 Force Engineering&Testing 72-0314T-06A-C TAS 125 03/24/07 Inc. Farabaugh Engineering and T158-07A TAS 100 04/14/07 Testing Inc. NOA No.: 18-1023.17 CM1AM1-MQADEMC0=UrNMW Expiration Date: 01/09/2024 Approval Date: 12/20/2018 Page 2 of 5 `1 APPROVED ASSEMBLIES: System: Edge-Loc 1.0 Panel x 16"Wide x 24 ga. Steel Deck Type: Wood,Non-Insulated Deck Description: New Construction 19/32"or greater plywood or wood plank, or for re-roofing 15/32"or greater plywood. Slope Range: 2": 12" or greater Maximum Uplift See Table A below Pressure: Deck Attachment: In accordance with applicable Building Code, but in no case shall it be less than 8d ring shank nails spaced 6"o.c.In reroofing,where the deck is less than 19/32"thick(Minimum 15/32")The above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be an ASTM D 226 Type II installed with a minimum 4" side-lap and 6" end-laps. Underlayment shall be fastened with corrosion resistant tin-caps and 12 gauge 1 '/4" annular ring-shank nails, spaced 6" o.c. at all laps and two staggered rows 12"o.c.in the field of the roll. Or,any approved underlayment having a current NOA. Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. See Limitation# 1. Valleys:' Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with PAC Contractors Association's current published installation instructions. Metal Panels and Install the "Edge-Loc 1.0 Panel' and accessories in compliance with the current published Accessories: installation instructions and details in PAC Contractors Association's Installation Manual. Flashings, penetrations, valley'construction and other details shall be constructed in compliance with Roofing Application Standard RAS 133. Panels shall be secured at a spacing listed below in Table A with corrosion resistant#10-13 x 1"pancake head screws of sufficient length to penetrate through the sheathing a minimum 3/16 of an inch. The adjacent panel shall overlap and be secured to each other when The female rib of panel is snapped over the male rib of panel. TABLE A MAXIMUM DESIGN PRESSURES Roof Areas . Field Perimeter and Corner' Maximum Design Pressures —59.75 psf —101.00 psf Maximum Screw Spacing 16"o.c. 6.75"o.c. 1. Extrapolation shall not be allowed NOA No.: 18-1023.17 Muv�ao�+neCauwrr Expiration Date:01/09/2024 Approval Date: 12/20/2018 Page 3 of 5 7 SYSTEM 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. The maximum designed pressure listed herein shall be applicable to all roof pressure zones(i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners). 3. Panels may be rolls formed in continuous lengths from eave to ridge. Maximum lengths shall be as described in Roofing Application Standard RAS 133. 4. All panels shall be permanently labeled with the manufacturer's name and/or logo, city, state, and the following statement:, "Miami-Dade County Product Control Approved" or with the Miami-Dade County Product Control Seal as seen below. All clips shall be permanently labeled with the manufacturer's name and/or logo, and/or model. MIAMI•DADE COUNTY 5. 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. 6. Panels may be shop or jobsite roll formed with machine models#'s 5521095 and 7031100 from PAC Contractors Association. NOA No.: 18-1023.17 MIAMI-DADE COUNTY Expiration Date:01/09/2024 Approval Date: 12/20/2018 Page 4 of 5 r PROFILE DRAWINGS 16" 1" Z\- Fastener Relief, Stiffening Ribs and Striations are Optional Field Condition 0 0 0 0 o FASTENER o SPACING AS PER TABLE A HEREIN EDGE-LOC 1.0 PANEL SYSTEM END OF THIS ACCEPTANCE NOA No.: 18-1023.17 MIAMI- ADECO NTY Expiration Date:01/09/2024 Approval Date: 12/20/2018 Page 5 of 5 i c E BCIS Home Log In User Registration ; Hot Topics t Submit Surcharge ' Stats&Facts ; Publications ( FBC Staff s BCIS Site Map Links ? Search h� 'fid Product Approval r 0 USER.Public User Product Aporoval+gnu>Prgduct or Aopiiotion Search>Application list>Application Detail FL_# FL12328-R%8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products,Inc. Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)624-6644 Ext 2305 kerri_eden@tamko.com Authorized Signature Kerri Eden kerrLeden@tamko.com i Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)624-6644 Ext 2305 kerri_eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer -` Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist-Hardcopy Received �/F�FF;zCId£ Certificate of Independence FL12328 R8 COI TBP14001 T M �� Underlavments finaLpdf ®®G C IAN Referenced Standard and Year(of Standard) Standard tq-ry ASTM D1970 ST. LUCIEk2016 ASTM D226 ASTM D4869 ASTM D6380 TAS 103 FILE E C®P Equivalence of Product Standards Certified By i Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/05/2017 Date Validated 10/19/2017 Date Pending FBC Approval 10/20/2017 Date Approved 12/12/2017 Summary of Products FL itModel,Number or Name Description i 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL12328 R8 11 TBP14001 4 2017 -FBC Eval Report TAMKO i Approved for use outside HVHZ:Yes Underlayments final yd Impact Resistant:N/A Verified By: Zachary R. Priest 74021 Design Pressure:N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports ' FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdf Created by Independent Third Party:Yes_ 12328.2 ASTM Tile Underlayment Coated organic underlayment — Limits of Use Installation Instructions —i Approved for use in HVHZ:Yes FL12328 R8 II TBP14001 4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ:Yes Underlayments final Ddf Impact Resistant:N/A Verified By:Zachary R. Priest 74021 Design Pressure:N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports FL1232l�R8 AE TBP14001 4 2,017 FBC Eval Report TAMKO Underlayments final.p-df I — —--Created by Independent Third Party:Yes — a- 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use — Installation Instructions Approved for use in HVHZ:No FL12r8 R8 Il TBP14001 4 2017 FBC Eval Report TAMK4 Approved for use outside HVHZ:Yes Underlayments final Ddf Impact Resistant:N/A Verified By: Zachary R.Priest 74021 Design Pressure:N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports FL12328 RS AE TBP]4001 4 2017 FBC Eval Report TAMKO Underlayments finai.pdf Created by Independent Third Party: Yes i I _.._...._.............------.---_.___.—._._...._.......................... .__—_ _ 12328.4-- Moisture Guard — A self-adhering modified bitumen underlayment. Limits of Use Installation Instructions �I Approved for use in HVHZ:Yes FL12328 R8 II TBP14Q01.4 2017 FBC Evai Report TAMKO Approved for use outside HVHZ:Yes Underlayments final.Ddf . Impact Resistant:N/A Verified By:Zachary R.Priest 74021 Design Pressure:N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports L12 R8 AE TBP14001 4 2017 FBC Eval Report TAMKO Underlayments ppdf Created by Independent Third Party:Yes 12328.5 No. 15 ASTM Asphalt saturated organic felt T W I Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL12328 R8 II TBP14001 4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ:Yes Underlayments final.pdf Impact Resistant:N/A Verified By: Zachary R. Priest 74021 Design Pressure:N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of use; Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdf Created by Independent Third Party:Yes 12328.6 No. 15 UL Asphalt saturated organic felt _ M Limits of Use Installation Instructions i Approved for use in HVHZ:Yes FLI2328 R8 II TBP14001.4 2017 FBC Eva]Report TAMKQ Approved for use outside HVHZ:Yes Underlayments final pdf Impact Resistant:N/A Verified By: Zachary R. Priest 74021 Design Pressure:N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.adf Created by Independent Third Party:Yes -`� 12328.7 No.30 ASTM Asphalt saturated organic felt -_- _ ---_....._...__............----------__------------ - Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL12328 R8 II TBP14001 4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ:Yes Underlayments final.pd, Impact Resistant:N/A Verified By:Zachary R.Priest 74021 Design P:eassre:N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments finaLDdf i Created by Independent Third Party: Yes } 12328.8 No.30 UL Asphalt saturated organic felt __ _..._. _ ...._.__._. _........................_......_ .........._.___.........._..... _ .............._....._ Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ:Yes Underlayments final.12df Impact Resistant:N/A Verified By: Zachary R.Priest 74021 Design Pressure:N/A Created by Independent Third Party: Yes Other:See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 EBC Eval Report TAMKO Underlayments final Ddf Created by Independent Third Party:Yes '3 12328.9 TAM-FELT Alternate to ASTM D 226,Type II underiayment j Limits of Use. Installation Instructions Approved for use in HVHZ:Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO j Approved for use outside HVHZ:Yes Underlayments fiinal pelf Impact Resistant:N/A Verified By:Zachary R. Priest PE-74021 Design Pressure:N/A Created by Independent Third Party:Yes i Other:See evaluation report for limits of use. Evaluation Reports ] FL1232.8 R8 AE TBP14001 4 2017 FBC Eval Report TAMKO Underlayments final Ddf Created by Independent Third Party:Yes 12328.10 �- TW Metal and Tile Underlayment self-adhering modified bitumen underlayment Limits of Use Installation Instructions _ Approved for use in HVHZ:Yes FL12328 R8 fI TBP14001.4 2017 FBC Eval Report TAMK0 Approved for use outside HVHZ:Yes Underlayments final.Ddf Impact Resistant:N/A Verif ed By:Zachary R. Priest 74021 Design Pressure:N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports _ - 112328 98 AE TBPj,4001 4 2017 FBC Eval Report TAMKO Underlayments final.pdf Created by Independent Third Party:Yes i _._ 12328.11 TW Underlayment self-adhering modified bitumen underiayment --� Limits of Use Installation Instructions Approved for Luse in HVHZ:Yes FL12328 R8 IT TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ:Yes Underlayments final.odf I Impact Resistant:N/A Verified By:Zachary R.Priest 74021 Design Pressure:N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports EL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final Of ] - _ — Created by Independent Third Party:Yes Caack Next Contact Us::2601 Blair Stone Road Tall hasty FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility statement::Refund Statement Under Florida law,email addresses are public records.If you do nut want your e-mail address released In response to a public-records request,do not send electronic mall 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 emaiis 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 dick bffe, Product Approval Accepts: Certificate of Authorization No. 29824 REEK 17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,6P EoiTION(201?) Manufacturer: TAMKO BUILDING PRODUCTS,INC. issued October 19, 2017 P.O. Box 1404 - Joplin,MO 64802 (417)624-6644 http://www.tamko.com Quality Assurance: UL LLC(QUA9625) SCOPE Category: Roofing Subcategory: Underiayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DEscitipmltl TAMKO@ ASTM Slate ASTM D 6380,Class M,Type it underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO@ ASTM Tile ASTM D 6380,Class M,Type Ii underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. TAMKO@ Master ASTM D 6380,Class S,Type N underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. ,TAMKO@ Moisture Self-adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard@ with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. TAMKO@ No.15 ASTM ASTM D 226,Type i underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO(D No.15 UL ASTM D 226,Type 1 underlayment constructed from a non-perforated organic feat that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO@)No.30 ASTM ASTM D 226,Type ii underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO@ No.30 UL ASTM D 226,Type II underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO@)TW Metal and Self-adhered,flexible,ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO@)TW Self-adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shalt 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 � ����� TAMKO BUILDING PRgDCUTS,INC. TAMKO Underiayments TECHNICAL SERVICES,LLC TAMKO@ TAM-FELT Alternate to ASTM D 226,Type I and Type It underlayment constructed from a non- perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBG, and the requirements below. 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. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements, Roof decks shall have,no more than 1/8° gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKO@ TW Metal and Tile Underlayment and TAMKO(&TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKO@ Moisture Guard®shall be 35°F. The minimum roof slope shall be in accordance with FBG requirements except as follows: a) The minimum slope of TAMKO®ASTM Slate Surfaced Roll Roofing shall be 2:12. Underiayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMK0@ TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self-adhering undedayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverin s: Metal RoofMineral Wood AsphaltPanels and Surfaced Rol( Shingles and,. slilk Clay and., Underly meet; Shin'les Shingles Roatin Shakes Shineles concrete Tile. TAMKO@ ASTM Slate Y' N N N N Y Surfaced Roll Rooting TAMKO@ ASTM Tile N N N N N Y Underlayment TAMKOO Master Smooth Y' N N N N N TAMKO@ Moisture GuardO Y N N N N N TAMKO@ No.15 ASTM Asphalt Saturated Organic Y Y Y Yz N N Felt TAMKO@ No.15 UL Asphalt Y Y Y Yx Y N Saturated Organic Felt TAMKO@ No.30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO@ No.30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKOS TW Metal and Tile Y Y N N N Y Underlayment TAMKOO TW Undoriayment Y Y N N N N TAMKOO TAM-FELT Y N N N N N Notes: 1)Open valley applications per 1507.2.9.2 2)Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 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. R L.y LE" TAMKO BUILDING PRODCUTS,INC. TAMKO Underlayments TECHNICAL SERVICES,LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report,the FBC,and the manufacturer's published application instructions. Where discrepancies exist between these sources; the more restrictive and FBC compliant installation detail.sOall;prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated,the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave,and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturers application instructions, 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. REFERENCES Enti Report No. Standard Year PRI Construction Materials Technologies(TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) TAPA93-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies(TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies(TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies(TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies(TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies(TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies(TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies(TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies(TST6049) TAP-245-02-01 TAS 103 1995 ASTM 0 4798 2011 PRI Construction Materials Technologies(TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies(TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC(TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-RS Page 3 of 4 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 TAMKO BUILDING PRODCUTS,INC. CREEKTAMKO Underlayments TECHNICAL_SERVICES,LLC COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P,E. have demonstrated compliance with the Florida Building Code,6N'Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. vis R tetr 2017.10.1 ��.. ••'\CENS.• �r • No 74421 = 12.15:58 — * 04'00' �• STATE OF :•J s00 .T *. P �: Zachary R.Priest, P.E. SC 1 t3• G1`� Florida Registration No.74021 r;s O N A� alt Organization No,ANE9641 CERTIFICATION OF INDEPENDENCE i 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, i END OF REPORT TBP14001 A FL12328-R8 Page 4 of 4 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..