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HomeMy WebLinkAboutPRODUCT APPROVAL ROOFING UNDERLAYMENTSSCANNEb HLIS Home I Lag In I User Registration. Hot Topics I Submit SumIharge stats & Facts a product Approval � USER: Public User , Ora Product Approval Menu > Protluct ar Aoalitatlon Application Datall Search > Aoalicatlon 1>777-1111 FL # Application Type Revision Code Version Application Status 2017 Approved Comments Archived C1 Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By 3t Lucie Coo ntx, M69-0 I .raa.immrr�m Publicatlons I FBC Staff I SCIS Site Map I Links I Search ST. LUCIE COUNTY BUILDING DIVISION REF9lIEFVIE® FOR COMPIL REVIEWED BY DATE PLANS AND PEfRMIT MUST BE KEPT ON JOB OR l NO INSPECTION WILL BE MADE ns Coming Owens Corning Parkway THESE PLANS ;GNU AL[ PROPOSED V,1 R!" Jo, OH 43659 ) 404-7829 ARE BUD-JECT TO ANY CORRIII IONS .keeler@owenscoming.comREOUIRED By RIEI D INSPECTORS THAT Keeler MAY HE NECEti SANY IN ORDER TO .keeler@owenscorning.cotOfrMPLY WITH ALL fl P1,10,1W , - 000PSp CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 13 Evaluation Report - Hardcopy Received I Zachary R. Priest PE-74021 UL LLC 12/31/2020 Locke Bowden 10 Validation Checklist - Hardcopy Received FI 9777 R11 COI OCR14002 8a 2017 FBC Evaluation Report Wearherlock Non-HVHZ odf I Standard Year ASTM D 1970 2015 ASTM D 226 2009 ASTM G 155 2005 TAS 103 1995 UL 1897 2012 Sections from the Code 'tru Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/11/2017 10/11/2017 10/17/2017 12/12/2017 FL # Model, Number or Name Description 9777.1 Weatherlock G Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL9777 R11 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) I Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL9777 R11 II OCR14002 8a 2017 FBC Evaluation Report Approved for use outside HVHZ: Yes Weatherlock Non-HVHZ.odf 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 OCRI4002 8a 2017 FBC Evaluation Report Weatherlock Non-HVH_Z.Ddf Created by Independent Third Party: Yes 9777.3 Weatherlock MAT I Waterproofing Underlayment Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: No Impact Resistant: N/A Design Pressure: N/A other. See evaluation report for limits of use. Instaliation Instructions FL9777 RSi II OCR14002.8b 2017 FBC Evaluation Report Weatherlock HVHZ.pdf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL9777 R11 AE OCR14002 8b 2Q17 FBC Evaluation Report Weatherlock HVHZ.odf Created by Independent Third Party: Yes 9777.4 Weatherlock MAT I Waterproofing Underlayment Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL9777 RS D OCR14002 8a 2(217 FBC Evaluation Report Weatherlock Non-HVHZ.Adf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports EL9777 11 1 AE OCR14002 8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ.pdf i I Created by Independent Third Party: Yes 9777.5 Weatherlock Metal Weatherproofing Underlayment Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions F�9777 Ry i II )CR14002 Ba 2017 FBC-Evaluation Report Weatherlock Non-HVHZ.Ddf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FL9777 R+ 1 AE O R14002 8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ.pdf Created by Independent Third Party: Yes 9777.6 Weatherlock Metal i Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: No Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Weatherproofing Underlayment Installation Instructions FL9777 Rll II OCR14002 8b 2017 FBC Evaluation Report Weatherlock HVHZ.odf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FL9777 1111 AE OCR14002 8b 2017 FBC Evaluation Report Weather ock HVHZ.nd I Created lby independent Third Party: Yes 9777.7 Weatherlock Specialty Tile & Metal Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL9777 R11 II OCR34002.8a 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: +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 FBC_Evaluation Report Weatherlock Non-HVHZ.Rdf Created by Independent Third Party: Yes Back Next Contact Us ;: 2603 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of nodda Is an AA/EEO employer. Cenvrlaht 2007-2013 State of Florlda.:: Privacy Statement :: Accesslblllty 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 tradlUonall 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 4551 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 Ilcensee. 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 j Safe t CREEK TECHNICAL, SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6EDITION (2017) Manufacturer: ' OWENS CORNING ROOFING AND ASPHALT-LLC Issued October 11, 2017 1 Owens Corning Parkway Toledo, OH 43657 (800) 438-7465 www.owenscoming.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 Entity Report No. Standard Year PRI Construction Materials Technologies (17ST5878) NEI-039402-01 ASTM D 1970 2015 PRI Construction Materials Technologies (TST5878) NEI-042-02-01 REV2 ASTM D 1970 2016 PRI Construction Materials Technologies (TST5878) NEI-04 .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 42-01 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) OGF-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 (17ST5878) 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) OGF•355-02-01 UL 1897 2012 'Determined to be equivalent to ASTM D 226-09, Type I and II OCR14002.8a 1 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 speci6cally'addressed herein. CREEK TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION AND LIMITS OF USE WeatherLock® G (Brentwood, NH) WeatherLock® Mat (Brentwood, NH or Houston, 7)0 WeatherLock® Metal (Brentwood, NH) Weatherl-ock& Specialty Tile & Metal (Brentwood, NH or Houston, M WeatherLock® G (High Tear) (Houston, M OWENS CORNING ROOFING AND ASPHALT LLC WeatherLock® Self -Sealing Ice & Water Barriers WeatherLock® G is an ASTM D 1970 self-adhesive underlayment constructed from SBS modified asphalt, a fiberglass: mat reinforcement and surfaced with granules. The product is supplied in 2-sq. rails with nominal dimensions of 3-ft x 66.74 WeatherLock® G is permitted to be used as prescribed in FBC Section 1607.1.1 for mechanically attached roofing coverings. Exposure on the roof deck shall be limited to a maximum 30 days. WeatherLock® Mat is an ASTM D 1970 self-adhesive underlayment constructed from SBS modified asphalt with a fiberglass mat reinforcement The product is supplied in 1- 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. 1 WeatherLock® Mat is pem mechanically attached roof maximum 30 days. Weatherl-ock® Metal is an A SBS modified asphalt with a product is supplied in 2.0 sq. WeatherLock® Metal is per mechanically attached roof maximum 90 days. to be used as prescribed in FBC Section 1507.1.1 for rings. Exposure on the roof deck shall be limited to a D 1970 self-adhesive underlayment constructed from glass mat reinforcement and plastic film surface. The with nominal dimensions of 3-ft x 66.7-ft. to be used as prescribed in FBC Section 1507.1.1 for ngs. Exposure on the roof deck shall be limited to a WeatherLock® Specialty Tile & Metal is an ASTM D 1970 self-adhesive underlayment constructed from SBS modified) asphalt and surfaced with a non -woven polyester fabric. The product is supplied in 2.14 sq. rolls with nominal dimensions of 3-ft x 71.3-ft. Weatherl-ock® 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 tile roofing using either ICP Adhesives Polyset AM-160 (ICP Adhesives and Sealants, Inc.) or TILE BOWm 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 jtiles per stack. Weatherl-ock® G (High Tear) is a self -adhered, underlayment used as an alternative to ASTM D 226, Type I or Type II ;roofing felt and ASTM D 1970 self -adhering polymer modified bitumen underlayment The underlayment is composed of SBS modified asphalt with a fiberglass mat internal reinforcement and is surfaced with granules. The product is supplied with a nominal thickness of 50 mils in 1.95-sq rolls with nominal dimensions of 3-ft x 65 ft. WeatherLock® G (High Tear) 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., OCR14002.8a FL9777-1111 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. G R K I OWENS CORNING ROOFING AND ASPHALT LLC WeatherLock® Self -Sealing Ice & Water Barriers TECHNICAL SERvICES, LLC PRODUCT APPLICATION I Min. Roof Slope: 2:12 in accordance with the FBC1 Application: All undedayments 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 underlayment application. Prior to beginning installation, the underlayment shall be unrolled and allowed to relax for a minimum of 3-5 minutes. I 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 WeatherLock® 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 underayment). 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 manuracturer (when installing at temperatures below the minimum Temperature: application temperature. WIND RESISTANCE The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9. 1 Underlayment Svstem No.1 — WeatherLock Specialty Tile & Metal Only Roof Deck: Min. 15/32-inch CDX plywood attached to wood supports spaced a maximum 24" o.c. Underlayment: WeatherLock® Specialty Tle & Metal shall be applied in accordance with manufacturer's installation instructions to the fastened deck and baclknailed along the selvage with minimum 12ga., 1-1/4-inch galvanized ring shank roofing nails through optionally primed, 32ga. x 1 L 5/8-inch 0 tin caps spaced 12" o_c. The applied underayment shall be rolled with a minimum 751b steel roller immediately following application. Maximum Design -142.5 psf Pressure: OCR14002.8a FL9777-R11 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. CREEK TECIiNicAL SERVICES, LLC GENERAL LIMITATIONS OWENS CORNING ROOFING AND ASPHALT LLC WeatherLock® Self -Sealing Ice & Water Barriers 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 Ifor 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 mane Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. Code 6"' Edition (2017) as evidenced in the referenced doc R. PY .. rp'�/��00 rj j No 74021 rc, 13 •• STATE OF • � '�F• 0Rk. '#oil fill CERTIFICATION OF INDEPENDENCE under a quality assurance program in compliance with demonstrated compliance with the Florida Building s submitted by the named manufacturer. 2017.10.11 09:06:29 04r00r Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 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 OCR14002.8a FL9777-R11 Page 4 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.