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Home My WebLink AboutPRODUCT APPROVAL ROOFING UNDERLAYMENTi' SCANNED ProfessionalRegulation rg acis Home I Log In User Registration. Hot TopI s I Submit Surcharge i State & Facts Publications I FBC Staff. I . BCIS Site MOP - ' Links Search Or Product Approval m USEII: Public User . Product Approval Menu > cr A e—h > Application U > Application Detail • FL # FL9777-R11 Application Type Revision Code Version ' 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Represen Address/Phone/Email Category Subcategory . Compliance Method Florida Engineer or Architect the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Validated By in Owens Coming One Owens Coming Parkway Toledo, OH 43659 (740)404-7829 greg.keeler@owenscorning.com Greg Keeler greg. Keeler@owenscorning.com ` !� 6 1� tir Roofing Undcrlayments Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received who developed Zachary R. Priest PE-74021 . UL LLC on Date 12/31/2020 Locke Bowden I 0 . Validation Checklist - Hardcopy Received Certificate of Independence I FL9777 R11 COI OCR14002 8a 201.7 FBC EvaluatiQn Report Weatherlock Non-HVHZ.odf 4 Referenced Standard. and Year (of Standard) Standard Year I I j I Equivalence of Product Standards Certified By I Sections from the Code I I , ' I i I I j ASTM D 1970 2015 ASTM D 226 2009 ASTM G 155 2005 TAS 103 1995 . UL 1897 2012 i i �I j Product Approval Method Method 1 Option D .Date Submitted I 10/11/2017 Date Validated 10/11/2017 Date Pending.FBC Approval I 10/17/2017 Date Approved 12/12/2017 I Summary of Products FL # Model,l Number or Name Description 9777.1 Weatherlock G Weatherproofing Underlayment Limits of Use I 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 RII II OCRI4002 8, 2017 FBC Evaluation Report Weatherlock Non-HVHZ.odf Verified By: Zachary,R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL9777 1131 AE OCR14002 8a 2017 FBC Evaluation Report Weatherlock Nan-HVHZ.pdP Created by Independent Third Party: Yes 9777.2 Weath!erLock G (High Tear) Weatherproofing Underlayment Limits of Use I Approved for use In HVHZ: No Installation Instructions Fl 9777 R11 II 0CR14002 8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ.odf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports EL9777 R11 AE OCR140028a 2017 FBC Evaluation Report Approved for use outside HVHZ: Yes Impact Resistant: N/A I Design Pressure: N/A Other: See evaluation report for limits of use. Weatherlock Non-HVHZ.odf I Created by Independent Third Party: Yes 9777.3 Weatiterlock MAT Waterproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZJYes FL9777 1111 II OCR14002.81J 2017 FBC Evaluation Report Approved for use outside HVHZ: No Weatherlock HVHZ.pdf Impact Resistant N/A I Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third,Party: Yes Others See evaluation reportfor limits of use. Evaluation Reports I FL9777 R11 AE OCR14002.8b 7017 FBC Evaluation Report Weatherlock HVHZ,Ddf Created by Independent Third Party: Yes 9777.4. Weatherlock MAT, Waterproofing Underlayment Limits of Use I Approved for use in HVHZ No Approved for use outside lHVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation repoi for limits of use. Installation Instructions Fl 9777 R11 II OCR14002 8a 2017 FBC Evaluation Report Weatherlock Nan-HVHZ pdf Verified By: Zachary R. Priest 74021 Created by Independent Third. Party: Yes Evaluation Reports FL9777 R11 AE OCR14002 8a 2017 FBC Evaluation Report -eatherlork Non-HVHZ.pdf Created by. Independent Third Party: Yes 9777.5 WeatherLock Metal 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. i 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 R11 II O R14002 8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ.odf ' Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation. Reports FL9777 R11 AE OCRI4002 8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ.pdf Created by Independent Third Party: Yes Weatherproofing Underlayment Installation Instructions Fl 9777 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 20 7 FBC Evaluation Report r Weatherlock HVHZ.IL Created by Independent Third'Party: Yes 9777.7 WeatherLock SpecialtyTile & Metal 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,pddf 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 I FL9777 1111 AE CCR14002.8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ.pdf Created by Independent Third Party: Yes Back Next Contact Us ;; 2601 Blair Stone Road, Tallahassee FL 3239R 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 not 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 112012, 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 ofnclal 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: ® a Credit Card Safe i r �I .G-REEK TECHNICAL SERVICES, LLC EVALUATION REPORT Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 (813) 480-3421 FLORIDA BUILDING CODE, 6m EDITION (2017) Manufacturer: OWENS CORNING ROOFING AND ASPHALT LLC 1 Owens Coming Parkway Toledo, OM 43657 (800) 438-7465 . www.owenscoming.com i Manufacturing Location: Brentwood, NH Houston, iTX Quality Assurance:. UL LLC (gUA9625) SCOPE Category: Subcategory: Code Sections: Properties: REFERENCES Roofing 1504.3.1, T507.1.1 Physical properties Issued October 11, 2017 Ent& I Report No. Standard Year PRI Construction Materials Technologies (11ST5878) 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 165 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 1965 PRI Construction Materials Technologies (TST5878) OCF-296-02-02 ICC-ES AC 188' 2012 ICC-ES AC 48 2012 PRI Construction Materials Technologies (TST5878) , 0CF-297-02-01.1 ASTM D 1970 2015 PRI Construction Materials Technologies (TST5878) OCF�18-02-01 ASTM D 1910 2015 PRI Construction Materials Technologies (TST5878). OCF-326-0241 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) OGF-355-02-01 UL 1897 2012 'Determined to be equivalent to ASTM D 226-09, Type I and 11 This evaluation report is provided for Technical Services, LLC of any prodr This evaluation report does not expr specifically addressed herein. ate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK changes or quality assurance changes throughout the duration for which this report is valid. nor imply warranty, installation, recommended use, or other product attributes that are not I CREEK TECHNICAL SERviCEB, LLC I i PRODUCT DESCRIPTION AND LIMITS OF USE OWENS CORNING -ROOFING AND ASPHALT LLC WeatherLock® Self -Sealing Ice & Water Barriers WeatherLock® G WeatherLock® G is an ASTM D 1970 self-adhesive underayment 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 66.74 I Weatherl_ock® 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 36 days. WeatherLock® Mat Weatheri_ock® Mat is an ASTM D 1970 self-adhesive underlayment constructed from (Brentwood, NH or SBS modified asphalt with a fiberglass mat reinforcement. The product is supplied in 1- Houston, T)Q 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 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 x 66.7-ft. WeatherLock® 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 maxiniuml90 days. WeatherLock® WeatherLock® Specialty Tile &. Metal is an ASTM D 1970 self-adhesive underlayment Specialty Tile & Metal constructed from SBS modified asphalt and surfaced with a non -woven polyester fabric. (Brentwood, NH or The product is supplied in 2.14 sq. rolls with nominal dimensions of 3-ft x 71.3-ft. Houston, M WeatherLockO 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 iclay or concrete the roofing using either ICP Adhesives Polyset AH-160 (ICP Adhesives and Sealants, Inc.) or TILE BONEP 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 files per stack. WeatherLockO G (High Weathel Lock® G (High Tear) is a self -adhered, underlayment used as an alternative to Tear) ASTM D 226, Type I or Type II roofing felt and ASTM D 1970 self -adhering polymer (Houston, 7)Q 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. Weathl rLock® 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. I I OCR14002.8a FL9777-1111 1 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. I i I CREEK TECHNICAL SERVICES, LLC PRODUCT APPLICATION OWENS CORNING ROOFING AND ASPHALT LLC WeatherLock® Self-Sealingice & Water Barriers Min. Roof Slope: 2:12 in accordance with the FBC Application: All.undedayments shall be installed in accordance with the FBC. j Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in tihe deck shall be checked for protrusion and corrected prior to underlayment application. I Prior to beginning installation, the undedayment shall be unrolled and allowed to relax for a minimum of 3-5 minutes. i The underla�ment 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. I 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, Weatherl-ock® Specialty Tile & Metal shall be back nailed when installed on roof slopes greater than 3:12. Min. Application 40°F; Contact the manufacturer when installing at temperatures below the minimum Temperature: applicatlon temperature. I , WIND RESISTANCE II The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per.FBC Section 1504.9. Roof Deck: Underlayment: Maximum Design Pressure: OCR14002.8a This evaluation report is provid( Technical Services, LLC of any This evaluation report does not specifically addressed herein. YY{idllltll L.Ulll� a7UOl.lO1Ly , IIG (11VIG101 v,lly_ Min. 1 32-inch CDX plywood attached to wood supports spaced a maximum 24" o.c. WeatherLock® Specialty Tile. & Metal shall be applied in accordance with manufacturer's installation instructions -to the. fastened deck and backnailed along the selvage with minimum 12ga., 1-1/4-inch galvanized ring shank roofing nails through optionally primed, 32ga. x 1-5/8-inch 0 On caps spaced 12" o.c. The applied underlayment shall be rolled with a minimum 751b steel roller immediately following application. -142.I psf FL9777--R11 3of4 ate of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK changes or quality assurance changes throughout the duration for which this report is valid. nor imply warranty, installation, recommended use, or other product attributes that are not I I C R K I OWENS CORNING ROOFING AND ASPHALT LLC Weatherl-ockO 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. J 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 I 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 61 G20-3. I ' COMPLIANCE STATEMENT I The products evaluated herein by Zal hary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 6"' Edition (2017) as evidenced iin the referenced documents submitted by the named manufacturer. R ,%� PRY . p ��. �'�� N sF'Fs;� 2017.10'.11 No 74021 09:06:29 -04'00' :-�D STATE OF C�i•,•,p P. �� Zachary R. Priest, P.E. '�� ` •; O R I, V.••GN Florida Registration No. 74021 'tit ow 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. END OF REPORT I OCR14002.8a FL9777-Rl l Page 4 or 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 2160 SW Poma Drive Palm City, FL 34990 Compliant with Florida Building 2017 (6th ed.) Compliant with Florida Product Approval Rule # 61G20-3 Compliant: Keystone Certifications Product: I" Nailstrip 26GA Steel Roof Panel FBC Sec.1507.4.2 Yield strength: 50 ksi min.; Attached to min.15/32" plywood or Wood Deck w/ 0.42 specific gravity with 16" Coverage (Max.) Rib Height 1" Corrosion Resistant Compliant: FBC Sec.1507.4.3 Fastener 1: #10 x 1" (min.) Pancake Head Wood Screw to penetrate 3/16" (min.) thru bottom of support. i . Adhesive/Sealant : Bostik 91S*11 Chem -Chalk one component, polyurethane adhesive with 3/16" continuous bead application along base of male rib vertical flange at each panel seam. Underlayment: To be compliant with FBC Sec 1507.1.1 Slope: Shall be in compliance; with FBC Sec.1507. ®p y Install Details: Table A Allowable Loads METHOD 1 METHOD 2 DESIGN PRESSURE* -86 PSF Main field -97.25 PSF Perimeter FASTENER SPACING 6" O.C. 7 6" O.C. SEAM ADHESIVE Not required 3/16" continuous bead Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527 UL 580-06 & UL 1897-04 TEST REPORT D8133.01-450-18 06/30/15 Specimen #1 & #2 .EQUIVALENCY. • U11897--04 is equivalent to Test Standard UL1897-12. *Design Pressure margin of safe 2;1 Certificate of Independence: Locke Bowden, P.E. does not have, not will acquire a financial ijjVmstAn My ,company manufacturing or distributing products under this evaluation. L �gOzi, Locke Bowden, P.E. is not owned, operated, or controll-$�.•y� ;6' {( .i� Octurer, or distributing products under this report. � x • _ seal -v •� STATE OF r��• F�QRlO� � a�� `ilo;" ZONAL V*--" I Limitations: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6med.. 2. Minimum slope to be compliant with Florida Building Code 2017 6t' ed., and per with Manufacturers installation reference. 3. Products are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D 4. Engineering analysis for "project specific approval by local authorities wfjurisdiction is allowed by other registered engineers. 5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 6. Support framing in compliance w/FBC 2017,6t' ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for Structural Loading. 7. This report does not imply warranty, installation, recommended product use outside of this report. FL 17022.5 1.0 NaillStrip (26GA Steel), 16" Wide Roof Panel - Details i i 16" I —� 3/4i „ i 1 Panel Profile I t +� 16" o.c. i Deck: 15/32" or greater Plywood, or - Wood plank Snap Lode For METHOD 2: Apply 3116" Bead Bostik 915Tm Sealant Continuous Along Male Rib Vertical Flange Fastener #10 X V Min. per Table "A Pancake Head Wood Screw (Typical Fastening Pattern Across Width) 1" FL 17022.5 1.0 Nail Strip (26GA Steel),16" Wide Roof Panel - Details I I Fnc4onor 15/32" or greater Plywood, or - Wood plank i Isometric View Apply 3/16" Bead Bostik 915TM Sealant Continuous Along Male Rib Vertical Flange (Refer to Table "A)