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HomeMy WebLinkAboutNOA r MIAMI•DiADE e 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 I I T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) «,i«v.miamidade.sov/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 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 VelocityHurricane 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 NPA 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 renews NOA-No. 114-0418.01 and consists of pages 1 through5. �� _ The submitted documentation was reviewed b Freddy Semino V 1 0 FOR PLIANCE MIAMI•DADECOUNTY occ4Q, NOA No.: 18-1023.17 piration Date: 01/09/2024 Approval Date: 12/20/2018 tom. Page 1 of 5 I 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 IJength: 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 i Test Identifier Test Name/Report Date Valspar 433X515 ASTM B 117 11/21/11 Valspar 43313 173 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. i I I i i i NOA No.: 18-1023.17 Mwhn•DADe Co,NTY Expiration Date: 01/09/2024 Approval Date: 12/20/2018 Page 2 of 5 i 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 greaten 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 I I NOA No.: 18-1023.17 MIAMI•DADE COUNTY Expiration Date:01/09/2024 Approval Date: 12/20/2018 Page 3 of 5 y y 1 I SYSTEM LIMITATIONS I. 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 comers). 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. CMIAMRDA�DECQUMNTY 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. i i NOA No.: 18-1023.17 MIAMI DADE COUNTY Expiration Date: 01/09/2024_ Approval Date: 12/20/2018 Page 4 of 5 n- `r PROFILE DRAWINGS 16" 1" i j Fastener Relief, Stiffening Ribs and Striations are Optional I II Field Condition i ' o o I ° c FASTENER ° SPACING AS PER TABLE A HEREIN I EDGE-LOC 1.0 PANEL SYSTEM END OF THIS ACCEPTANCE I I NOA No.: 18-1023.17 MIAMI-DADECOUNTY Expiration Date:01/09/2024 IIIIIIIII '�•�• �� Approval Date: 12/20/2018 Page 5 of 5 i � q �d BC15 Home Log In , User Registration Hot Topics Submit Surcharge Stats&Facts Publications j PBC Staff J SCIS Site Map Links P, Search Produci Approval USER:Public User &'� tt 30.. f!Mduc'Anomva_i Menu>RM42a or Application Searrh>.Application fist>Application Detail FL# FL9777-R1 i Application Type Revision Code Version i 2017 Application Status Approved i Comments Archived i Product Manufacturer Owens Corning Address/Phone/Email One Owens Corning Parkway Toledo,OH 43659 (740)404-7829 greg.keeler@owenscoming.com Authorized Signature . Greg Keeler greg.keeler@o'wenscoming.com owenscoming.com i i Technical Representative Address/Phone/Email Quality.Assurance Representative Address/Phone/Email I, Category Roofing Subcategory Underiayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineeror Architect Name who developed the Zachary R.Priest Evaluation Report: Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden Validation Checklist-Hardcopy Received I Certificate of Independence FL9777 R11 COt OCR14002 8a 2017 FBC Evalua inn Report Weatherio k Non-HVHZ.odf Referenced Standard and Year(of Standard) Standard / /A X22£kWED Year A 2015 F 2009 2005 C09'OMPLIANCfE 1995 W TUCIE COUNTY- U T 2012 Equivalence of Product Standards C Certified By � Sections from the Code Product Approval Method Method 1 Option D Date Submitted! 10/1,1/2017 .Date Validated 1 10/11/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summate of Products FL# Model,Number or Name Description _ 9777.1 Weatheriock G Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ:No FL9777 RI II OCR14002 8a 2017 FBC Evaluation Report Approved for use outside HVHZ:Yes Weatherlock Non-HVHZ.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 FL9777 R11 AE OCR14002 8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ pdf Created by Independent Third Party:Yes 9777.2 Weatherlock G(High Tear) Weatherproofing Underlayment Limits of Use, Installation Instructions T� Approved for use in HVHZ:No x,9777 R11 1I QCR14002 8a 2017 FSC Evaluation Qgpg it Approved for use outside HVHZ:Yes Weatherlock Non-HVHZ.Ddf Impact Resistant:N/A Verified By:Zachary R. Priest PE-74021 Design Pressure:N/A Created by Independent Third Party: Yes Other:See evaluation report for limits of use. Evaluation Reports FL9777 R11 AE OCR14002 8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ.pd Created by Independent Third Party:Yes 9777.3 Weatherlock MAT Waterproofing Underlayment Limits of Use! Installation Instructions Approved for use in HVHZ:Yes FL9777 R11 II OCR14002 8b 2017 FBC Evaluation Re op_rt Approved for use outside HVHZ:No Weatherlock HVHZ.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 FL9777 R11 AE OCR14002 8b 2017 FBC Evaluation Report Weatherlock HVHZ.pdf Created by Independent Third Party:Yes ---- . _ ........ ___... 9777.4 Weatherlock MAT Y Waterproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ:No FL9777 R11 11 OCR140028a 2017 FBC Evaluation Report Approved for use outside HVHZ:.Yes Weatherlock Non-HVHZ.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 FL9777 R11 AE OCRJ4002 8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ.Ddf Created by Independent Third Party:Yes 9777.5 Weatherlock Metal Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ:No FL9777 R11 II OCR14002 8a 017 FBC Evaluation Report Approved for use outside HVHZ:Yes Weatherlock Non-HVHZ.odf Impact Resistant:NA Verified By: Zachary R.Priest PE-74021 Design Pressure_N/A Created by Independent Third Party: Yes Other:See evaluation report for limits of use. Evaluation Reports i, FL9777 R11 AE OCR K Evaluation Re= 'Weatherlock Non-HVHZ.pdf Created by Independent Third Party:Yes 9777.6 Weatherlock Metal Weatherproofing Underlayment Limits of Use �_— Installation Instructions Approved for use in HVHZ:Yes FL9777 R1 I1 OCR14002 8b 201,733C Evaluation R pQijt Approved for use outside HVHZ: No Weatherlock HVHZ.Ddf r Impact Resistant:N/A Verified By: Zachary R. Priest PE-74021 Design Pressures N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports FL9.777 R11 AE OCR14002.8b 2017 FBC Evaluation Report Weathercock HVHZ,pd Created by Independent Third Party;Yes 9777.7 Weatherl.ock Specialty Tile&Metal Weatherproofing Underlayment Limits of Use'; Installation Instructions Approved for use in HVHZ: No FL9777 R11 II OCR14002 8a 2017 EBC Evaluation Report Approved for use outside HVHZ.Yes Weatherlock Non-HVHZ.odf Impact Resistant:N/A Verified By: Zachary R. Priest 74021 Design Pressure: +0/-142.5 Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports FL9777 R11 AE OCR14002 8a 2017 FSG Evaluation Report Weatherlock Non-HVHZ.12df Created by Independent Third Party:Yes i Contact Us::2601 Blair Stone Road Tallahassee R 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2597-2013 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;1.395.*Pursuant to Section 455.275(i),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 theliicensee.However email addresses are public record.If you donotwish to supply a personal address,please provide the Department with an email address which can be made available to the pubF:c.To determine if you are a licensee under Chapter 455,F.S., please dick here.. Product Approval Accepts: Ciiibdct ard'. i I i I i - i' Certificate of Authorization No. 29824 CRE EK 17520 Edinburgh Drive Tampa,FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,6'EDITION(2017) Manufacturer: OWENS CORNING ROOFING AND ASPHALT LLC Issued October 11, 2097 1 Owens Corning Parkway Toledo,OH 43657 (800)438-7465 www.owenscorning.com Manufacturing Location: Brentwood,NH Houston,TX Quality Assurance: UL LLC(QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1504.3.1, 1507.1.1 Properties: Physical properties REFERENCES ' Enti Report No. Standard Year PRI Construction Materials Technologies(TST5878) NEI-039-02-01 ASTM D 1970 2015 PRI Construction Materials Technologies(TST5878) NEI-042-02-01 REV2 ASTM D 1970 2015 PRI Construction Materials Technologies(TST5878) NEI-045-02-01 TAS 103 1995 PRI Construction Materials Technologies(TST5878) NEI-045-02-01 ASTM G 155 2005a PRI Construction Materials Technologies(TST5878) NEI-053-02-01 TAS 103 1995 PRI Construction Materials Technologies(TST5878) NEI-053-02-01 ASTM G 155 2005a PRI Construction Materials Technologies(TST5878) NEI-093-02-02 ASTM D 1970 2015 PRI Construction Materials Technologies(TST5878) OCF-213-02-01 ASTM D 1623 2009 PRI Construction Materials Technologies(TST5878) OCF-237-02-01 UL 1897 2012 PRI Construction Materials Technologies(TST5878) OCF-252-02 01 ASTM D 4798 2001 PRI Construction Materials Technologies(TST5878) OCF-252-02-01 ASTM D 1970 2015 PRI Construction Materials Technologies(TST5878) OCF-253-02-02 ASTM D 1970 2015 PRI Construction Materials Technologies(TST5878) OCF-272-02-01 TAS 103 1995 PRI Construction Materials Technologies(TST5878) OCF-296-02-02 ICC-ES AC 188' 2012 ICC-ES AC 48 2012 PRI Construction Materials Technologies(TST5878) OCF-297-02-01.1 ASTM D 1970 2015 PRI Construction Materials Technologies(TST5878) OCF-318-02-01 ASTM D 1970 2015 PRI Construction Materials Technologies(TST5878) OCF-320-02-01 TAS 103 1995 PRI Construction Materials Technologies(TST5878) OCF-320-02-01 ASTM G 155 2005a PRI Construction Materials Technologies(TST5878) OCF-321-02-01 ASTM D 1623 2009 PRI Construction Materials Technologies(TST5878) OCF-322-02-01 UL 1897 2012 PRI Construction Materials Technologies(TST5878) OCF-355-02-01 UL 1897 2012 'Determined to be equivalent to ASTM D 226-09,Type I and 11 II I I I OCR14002.8a FL9777-R11 - Page 1 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 pot express nor imply warranty,installation,recommended use,or other product attributes that.are not specifically addressed herein. OWENS.CORNING ROOFING AND ASPHALT LLC CREEK WeatherLock@ Self-Sealing Ice&Water Barriers TECHNICAL SEFiVICEs,LLC PRODUCT DESCRIP7imoN�AND.iLims OF USE WeatherLock@ G WeatherLock(O G is an ASTM D 1970 self-adhesive undedayment constructed from SBS (Brentwood,NH) ! modified asphalt, a fiberglass mat reinforcement and surfaced with granules. -The product is supplied in 2-sq.rolls with nominal dimensions of 3-ft x 66.7-ft. WeatherLocW G is permitted to be used as prescribed in FBG Section 1507.1.1 for mechanically attached roofing coverings. Exposure on the roof deck shall be limited to a i maximum 30 days. WeatherLock@ Mat WeatherLock@ Mat is an ASTM D 1970 self-adhesive underlayment constructed from (Brentwood,NH or SBSmodified asphalt with a fiberglass mat reinforcement. The product is supplied in 1- Houston, TX) sq.rolls with nominal dimensions of 3-ft x 33.3-ft and 2 sq. rolls with nominal dimensions of 3-ft x 66.7-ft. WeatherLock@ Mat is permitted to be used as prescribed In FBC Section 1507.1.1 for mechanically attached roof coverings. Exposure on the roof deck shall be limited to a maximum 30 days. WeatherLock@ Metal i WeatherLock@ Metal is an ASTM D 1970 self-adhesive underlayment constructed from (Brentwood,NH) , SBS modified asphalt with a fiberglass mat reinforcement and plastic film surface. The product is supplied in 2.0 sq,rolls with nominal dimensions of 3-ft x66.7-ft. WeatherLockO Metal is permitted to be used as prescribed in FBC Section 1507.1.1 for mechanically attached roof coverings. Exposure on the roof deck shall be limited to a maximum 90 days. Weatherl-ockO WeatherLockV Specialty Tile & Metal is an ASTM D 1970 self-adhesive underiayment Specialty Tile&Metal I constructed from SBS modified.asphalt and surfaced with a non-woven polyester fabric. (Brentwood,NH or The product is supplied in 2.14 sq.roils with nominal.dimensions of 3-ft x 71.3-ft. Houston, TX) WeatherLock@ Specialty Tile & Metal is permitted to be used as prescribed in FBC Section 1507.1.1. WeatherLock@ Specialty Tile& Metal is'permitted to be used with adhered clay, or concrete file roofing using either ICP Adhesives Polyset AH-160 (ICP Adhesives and Sealants, Inc.)or TILE B©NEP Roof Tile Adhesive (The Dow Chemical Company). Exposure on the roof deck shall be limited to a maximum 90 days. The maximum.roof slope shall be 6.12 when used with clay or concrete file installations without battens. Tile shall be stored on battens for roof slopes greater than 6.12. Tiles shall not be stacked greater 10 tiles per stack. WeatherLock@ G(High WeatherLock@.G(High Tear)is a self-adhered,underlayment used as an alternative to Tear) ; ASTM D 226,Type I or Type I I roofing felt and ASTM D 1970 self-adhering polymer (Houston, TX) modified bitumen underlayment. The underlayment is composed of SBS modified i asphalt with a fiberglass mat internal reinforcement and is surfaced with granules. The ! product is supplied with a nominal thickness of 50 mils in 1;96-sq rolls with nominal dimensions of 3-ft x 65-ft. WeatherLock0 G (High Tear) is permitted to be used as prescribed in FSC Section 1507.1.1 for mechanically attached roof"cove,tings. Exposure on the roof deck shall be limitedto a maximum W days. s OCR14002.8a FL9777-R11 Page 2 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 CREEK ' OWENS CORNING ROOFING AND ASPHALT LLC "r'► tl••+ WeatherLock@ Self-Sealing Ice&Water Barriers TECHNICAL,SERVICES,LLC PRODUCT APPLICATION Min.Roof Slope: 2:12 in accordance with the FBC Application: All underlayments shall be installed in accordance with the FBC. 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 underiayment 1 application. Prior to beginning installation, the underlayment shall be unrolled and i allowed to relax for a minimum of 3-5 minutes: The underlayment shall be installed with the release backer removed and pressed firmly into place to ensure complete contact with the deck. The underlayment shall be installed With the roll length parallel to the eave, starting at the.eave, and with minimum 3"side laps and minimum 6"end laps staggered min.6-ft.from preceding course. Additionally,if applying WeatherLockO Specialty Tile & Metal, end laps shall be primed with ASTM D 41 primer or sealed with asphalt roof cement a minimum of 3-4 inches across the width of the lap. It is permissible to back nail the underlayment,12-inches on-center as needed(nails shall be installed perpendicular to deck with the nail heads flush to the top surface of the underlayment). Additionally,WeatherLock@ Specialty Tile Metal shall be back nailed. when installed on roof slopes greater than 3:12. i Min.Application 40`F;Contact the manufacturer when installing at temperatures below the minimum Temperature: I application temperature. WIND RESISTANCE j The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9. Undetfayment System No.t WeatherLock Specialty Tile&Metal Only Roof Deck: 1 Min. 15132-inch CDX plywood attached to.wood'supports spaced a maximum 24"o.c. Undedayment: WeatherLock@ Specialty Tile & Metal shall be applied. in accordance with manufacturer's installation instructions to the fastened deck and backnailed along the j selvage with minimum 12ga., 1-1/4-inch galvanized ring shank roofing nails through optionally primed, 32ga. x 1-518-inch 0 tin caps spaced 12" o.c. The applied underlayment shall be rolled with a minimum 751b steel roller immediately following application. Maximum Design -142.5 psf Pressure: j I OCR140,02.8a FL9777-Rl l Page 3 o 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 i ' CREEK OWENS CORNING ROOFING AND ASPHALT LLC �•+ K WeatherLock®Self-Sealing Ice&Water Barriers TECHNICAL SERVICES, LLC GENERAL LIMITATIONS 1) This evaluation report is not use in the HVHZ. 2) Fire Classification is not within the 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 shall prevail. 4) The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. 5) The space under the deck area shall be properly ventilated in accordance with the FBC requirements. 6) All side lap seams shall be installed to shed water from the deck. 7) The underlayment may be used as described in other current FBC product approval documents. 8) Design wind load pressures shall be determined for components and cladding in accordance with FBC 1609. 9) The roof deck shall be designed by others.in accordance with FBC requirements to resist the design wind load pressures for components and cladding. 10) Maximum Design Pressures for a given underlayment shall meet or exceed the design wind loads determined for the roof assembly. 11) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 611320-3. I COMPLIANCE STATEMENT The products.evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 61'Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. ,`,�a�uurrt��rri � P<tY R, p sir °�•,c E iV s RIFs'.. 2017.10.11 No 74021 -09:06:29 i f ?a"v.wae,mr�,a.wi �-n Ire -04'00' ., '. STATE OF :11/ Zachary R. Priest,P.E.: F•%C OR t O p'a N �` Florida Registration No.74021 sS' Organization No.ANE9641 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. i 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 I i I I END OF REPORT OCR14002.8a_ FL9777-R11 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 an yproduct 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.