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HomeMy WebLinkAboutPRODUCT APPROVALn %3 r �y. t 1 • • g �t pp^^'' t i � -.. ,. ray ,• 1 -.:._ .,--�ni�� BCIS Home ' Log In i Our Reglaba0on NO ToplcS Submit Surcharge i Stars a Fags I Publications Mac Stag SCIS Sire Map links Sear41 da d f b r,}�I Product Approval U;3 USER: Wblic User Potuct A I M > Product Or nomicgtin s-.-arch > P Ik t lA t > Application Depll '' FL# Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL17443-R1 Revision 2017 Approved I A TAYLOR ROOFING 302 Melton Drive FT PIERCE, FL 34982 (772)466-4040 kylewhite228@aol.com SCANNED BY St. Lucie Count <12 Kyle Taylor �(/�//p I(7� kylewhite228@aol.com REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Roofing Metal Roofing tb odfi Y 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 Locke Bowden File Fdid Evaluation Report Copy Florida License PE-49704 ---- Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 01/23/2023 Validated By Zachary R. Priest, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL17443 R3 COI FL 17443 3 A Taylor 2017 Code Eval R e nnrt with Detail< =SSa.R4f Referenced Standard and Year (of Standard) Standard Year TAS 125 2003 UL 1897 2012 ULS80 2006 Equivalence of Product Standards Certified By Sections from the Code IrA Product Approval Method Method 1 Option D Date Submitted 01/24/2018 Date Validated 02/14/2018 Date Pending FBC Approval 02/17/2018 Date Approved 04/10/2018 Summar�f of Products FL A Model Number or Name Description 17443.1 5 V Com p _._.� _._.� 26GA i/2' rib hlightt over 15/32 APA plywood Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A EDesign Pressure: +N/A/-129.25 Other.-129.25 @ 6" o.c. -69.25 @16" o.c. margin of.safety ;. 2:1 with24" max, coverage Install per manufacturers detail. Not, for use in HVHZ. 'Installation Instructions FL17443 R3 tI FL 17443 1 A Ta/jgr 7017 Code Eval Repots � vrth Details R Rdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17443 RI AE FL 17443 1 A Taylor ¢37 Code Eval RepRG ' with Details. RSSS P-df Created by Independent Third Party: Yes 17443.2 VICTORIAN CRIMP SHINGLE 126GA 1/2 RIB- PANELS LOCK INTO PREVIOUS PANELS; OVER I CDX/APA 15/32" PLYWOOD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-105 Other:-105PSF margin of safety 2:1. Install per manufacturer's details anti in compliance with FBC 2017 6th ed. Not for use in HVHZ. Installation Instructions-����___ ... __. FLI7443 El I1 EL 17443 1 A Taylor 2017 Code Eva[ Pen: 1 f with Details RK p I J Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17443 Ell AE FL 174431 A Tavior 2017 Cade Evai Repork with Details R599_pdf Created by Independent Third Party: Yes n:�<k tii,.] Conrad Us:: 26M el.+ r String Road T II h R 373" Phone: 850-487-1824 the 5G@ M Florida Is an AA/EEO employer. �,gevfiaht 20n7.2013 grata P fl rid _ Pdvacv Statement :: a� Nbili 5 t t :: Refund Statement Under Ratios law; email addresses are public records. If you do not want your e-mail address released in response to a publio-records request, pd not serd alechorIc mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any q i,,iburs, please wntmt 850.487.1395. •Pursuant to Section 455.275(1), Randle Statutes, effective October 1, 2012, lichesees licensed under chapter 455, F.S. must provide the Department with an email address if they have one. The mass provided maybe used for official communlcaUon with the licamee. However email addresses are pudic record. If you do not wish to supply a personal address, Please provide the Department with an snail address which can be made available W the publw. To determine if you are a leansee Under Chapter 455, ES., please dick here. Product Approval Adcepb: MROWNERM Credit Card Safe Fort Pierce, FL 34962 (772) 466-4040 Compliant with Florida Building Code 2017 (V1 ed.) Compliant with Florida Product Approval Rule 0 61620-3 Compliant Quality Assurance Program: PRI CONSTRUCTION MATERIALS TECHNOLOGY FBC Sections:1504.3.2. 1507 5V Crimp thru fastened Y"'rlb at each panel edge and 1 fastener In the center of the panel, 24" net cover -age, 26GA ASTM A79Z 6-50, AZ55, .018, 50ksi min. over min.15/32" thick CDX plywood deck. Corrosion Resistant fastener p9-15 H WH with sealing washers, metal to wood connections with fastener length to penetrate 5/16" thru substrate. Fasten along the crown of the rib in the center of panel and along the lap. First fastener to be within 3" of panel edges. Min. SDx2"-annular ring shank nails spaced W O.C. reroofing, with less than 19/32' plywood (min.15/32"), this attachment is to be used in addition to existing attachment. Deck slope 2:12 or greater and shall be cam liant with FBC 2017 61" ad. Undedayment: See FBC 2017 0 ed., Sec 1507 Table 1507.1.1 *'Design Pressure: Sparing: -69.25 PSF 16" O.C. -129.25 PSF 6" O.C. Corrosion Resistant Fastener #10 x 1" Zinc plated, MM Pancake Head,. installed at Zper panel into lock seam. Panels applied with 12" exposure, adjacent shingles inserted into lock seam of previous shingle. Deck slope 2:12 or greater and shall be compliant with FBC 2017 6T" ad. Underiaymentl See FBC 2017 6T"ed., Sec.1507 Table 1507.1.1 **Design Pressure: -105 PSF W; Reference Data: TEST REPORTS Hurricane Test Laboratory (TST-1527) N0224-0501-06 TAS 125 (UL 580.941) PRI Construction Materials Technologies (TST-5878) #FAE-023.02-01 UL580-06/UL 1897-04' I. UL 580-94 teststandords are equivalent to UL 580.06 test standards. 2. UL 1897-04 test standards are equivalent to UL.1897-12 test standards. u 1. VUndedayment to be compliance with current Florida Building Code (FBC)2017 6T" ed.. see Chart 1507.1.1 2. Minimum slope to be compliant with Florida Building Code 2027 61h ed., and per with Manufacturer's installation reference. 3. Products are compliant with State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D 4. Engineering analysis for "project speck approval by local authorities w/jurisdiction is allowed by other registered engineers. 5. Fire classification is not part of this acceptance. Sheardiaphragm values are outside this report. 6. Support framing in compliance w/FBC20176'h ed, Chapter 22Steel,Chapter23Wood andChapter16Structural Loading. 7. This report does not imply warranty, installation, recommended product use outside of this report. Certificate of Independence: Locke Bowden, P.E. does not have, not will acquire a financial interest in any company manufacturin�?(,JJJ;VPuting products under this evaluation. ttt gOW( }rrryrrr/ Locke Bowden, P.E. is not owned, operated, or controlled by any company, manufacturer, or, � i ■ this report. �.`(�E��E`4 r. 5 V Crimp Fastener- #9-15 corrosion resistant w/sealing washers 24" coverage Fastener: #9 x 15 corrosion resistant with sealing washers in Compliance with 2017 Florida Building Code, Section 1507 Perimeter fastening: 6"o.c. Main Field fastening 1 2"o.c. Panel Width: 26" Panel Coverage: 24",maximum 26 GA Architectural Metal Roof panel VICTORIAN CRIMP MINIMUM 2 FASTENERS AT LOCK SEAM FIELD CUT 112 SHINGLE TO CREATE STAGGERED PATTERN VICTORIAN CRIMP SHINGLES 9"EXPOSURE w of D w O a x w N Fastener.410x 1" Zinc Plated MTW Pancake Head A SCANNED BY e a St. Lucie County MUM _.. - a 5 Home lug in j User Registratlpn Hot Topics j S.bmit surNarge ! stats ll Facts I Publi.o ns I F5C Roo MS Site Map ! links i Seamn p v product Approval USER: publk User 1 2 Pnotlutt Approval Mrny> PrMuct or Ae_ nu ,,tjnn S 'Ch > Application List > Appilcadon Detail PL 9 Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technicai Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL9777-Rll Revision 2017 Approved Owens Corning One Owens Coming Parkway Toledo, OH 43659 (740)404-7829 greg. keeler@owenscoming.mm Greg Keeler greg. keeler@owensmming.mm REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Roofing Undedayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer -d Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Mile Copy Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke. Bowden Certificate of Independence '~ Validation Checklist - Hardcopy Received EL9777 RII COI OCRI4002.8a 2017 FBC Evilyptign Report W ath rlo k Nan-HVHZ.odf Referenced Standard and Year (of Standard) Standard Year ASTM D 1970 2015 ASTM D 226 2009 ASTM G 155 2005 TAS 103 1995 UL 1097 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/11/2017 Date Validated 10/11/2017 Date. Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summany of Products FL # Model, Number or Name Description 9777.1 Weathedock G Weatherproofing Underlayment Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FL9777 Fill II OCR14002 8a 2017 FBC Evaluation Report Weathedock Non-HVHZ odf Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL9777 R11 AE OCR14 02 2p ent7 FBC Evaluation geport Weath do k Non-HVHZ.pdf Created by Independent Third Party: Yes 9777.2 WeatherLock G (High Tear) Weatherproofing Undedayment 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 EL9777 RIl II OCR14002 8a 2017 FOC Evaluation Reno Weathedock Non-HVHZ.Ddf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports EL9777 RI1 AE OCR140D2 ea 2017 FBC Evaluation Report Weatherlock Non-HVHZ odf Created by Independent Third Party: Yes - 9777.3 Weatherlock MAT Waterproofing Undedayment Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: No Installation Instructions EL9777 RIl II OCR14002 8b 2017 FBC Evaluation Report Weatherlock HVHZodf Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. ' Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports EL9777 R11 AE OCRI4002 eb 2017 FBC Evaluation Report Weatherlock HVHZodf Created by Independent Third Party: Yes 9777.4 Weatherlock MAT Waterproofing Undedayment Limits of Use Approved for use In HVHZ: No Installation Instructions EL9777 R11 1I OCR14002 8a 2017 FBC Evaluation Report Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Weatherlock Non-HVHZ.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL 9777 Rll AE OCR140Q2 8a 2917 F13C Evaluation Report Weatherlock Non-HVHZ odf Created by Independent Third Party: Yes 9777.S Weatherlock Metal Weatherproofing Underfayment Limits of Use Approved for use in HVHZ: No i Approved for use outside HVHZ: Yes I Impact Resistant: N/A Design Pressure: NIA Other: See evaluation report for limits of use. Installation Instructions F19777 R11 11 OCRI40028a u17 EB9 Evaluation a rr Weatherlock Nan-HVHZ odf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports EL9777 Rll AE OCR14002 8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ odf Created by Independent Third Party: Yes 19777.6 Weatherlock Metal Weatherproofing Undedayment Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: No Installation Instructions FL9777 RI1 II OCRI4002 8b 2017 FeEvaluation R ¢4Lt Weatherlock HVHZodf Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. 9777.7 1 WeatherLock Specialty Tile & Metal Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant: N/A Design Pressure: +0/-142.5 Other: See evaluation report for limits of use. Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FL9777 R1I AE OCR14002 8b 2017 FBC Evaluation Report Weatherlock HVHZ.odf Created by Independent Third Party: Yes Underlayment Installation Instructions FL9777 R11 II OCR14002.8a_2017 FBC. Evaluation Report uparnenocK Non-nvnc Dor Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports Party: Yes Back eezt Contact( :: 2601 BI 1 SO B d T p h = 32 90 phone BW-487-1B2M1 The state of Florida It an AAAEO employer. Coovdoht 2007.2013 State of Florida_ :: Cdvacv SMameM :: Aceeselblllty Statement :: Refund Statemme Under Flodde law, email addresses are public records. If you do not want your e-mail address released In meponsa to a publle-recoms reason, do not send electmNc mall to this entity. instead, Contact the office by phone or by traditional Mal. If you have any questions, please Contact 850.487.1395. `Pursuant to section 455.275(1),. Florida Statutes, effective Odbber 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 de, not wish to supply a personal address, please provide the Deparbment 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 hem . Product Approval Accepts; ®OW R �CC111`l i'\"it }"1°Rt Cs' $` R CREEK Certificate of Authorization Eon bur 29824 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, 2017 1 Owens Coming 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: Underiayments 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-042-02-01REV2 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 ((ST5878) 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) OGF-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 PRI Construction Materials Technologies (TST5878) OCF-297-02-01.1 ICC-ES AC 48 ASTM D 1970 2012 2015 PRI Construction Materials Technologies (TST5878) OCF318-02.01 ASTM D 1970 2015 PRI Construction Materials Technologies (TST5878) OCF320-02-01 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 Matedais Technologies (TST5878) OCF-355.02.01 UL 1897 2012 'Detennined to be equivalent to ASTM D 226-09, Type I and 11 OCRI4002.8a FL9777-Rll Page 1 of 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. R E K OWENS CORNING ROOFING AND ASPHALT LLC WeatherLock(D Self -Sealing Ice & Water Barriers TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION AND LIMITS OF USE WeatherLock@ G WeatherLock@ 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. WeatherLock@ G is permitted to be used as prescribed in FBC Section 1507.1.1 for mechanically attached roofing coverings. Exposure on the roof deck shall be limited to a maximum 30 days. Weathert-ock@ Mat WeatherLock@ Mat is an ASTM D 1970 self-adhesive undedayment constructed from (Brentwood, NH or Houston, 7X) SBS modified asphalt with a fiberglass mat reinforcement. The product is supplied in 1- sq. rolls with nominal dimensions of 3-ft x 33.3-11 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 undedayment 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 maximum 90 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, 7X) Weathert-ock@ Specialty Tile & Metal is permitted to be used as prescribed in FBC Section 1507.1.1. Wealherl-ock@ Specialty Tile & Metal is permitted to be used with adhered clay or concrete the roofing using either ICP Adhesives Polyset AH-160 (ICP Adhesives and Sealants, Inc.) or TILE BOND Roof Tile Adhesive. (The Dow Chemical Company). Exposure on the roof deck shall be limited to a maximum 90 days. The maximum roof • slopeshall be 6:12 when used with clay or concrete tile 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, undedayment 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, 7XJ 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 65-11. Weathert-ock@ 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. FL9777-RN 2 of • ••----•���� �w.., L ,� v.�.mca jUj Qww ui nonoa proouct approval under Rule 51020-3. 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 TECHNICAL SERVICES, LLC PRODUCT APPLICATION OWENS CORNING ROOFING AND ASPHALT LLC WeatherLock® Self -Sealing Ice & Water Barriers Min. Roof Slope: 2:12 in accordance with the FBC Application: All underiayments 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 underayment application. Prior to beginning Installation, the undedayment shall be unrolled and allowed to relax for a minimum of 3-5 minutes. The underlaymeht shall be installed with the release backer removed and pressed firmly Into place to ensure complete contact with the deck. The undedayment 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® Speclalty Tile & Metal, end laps shall be premed with ASTM D 41 primer or seated with asphalt roof cement a minimum of 3-4 inches across the width of the lap. It is permissible to back nail the undedayment 12-inches on -center as needed (nails shall be installed perpendicular to deck with the nail heads flush to the top surface of the undedayment). Additionally, WeatherLock® 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: application temperature. RESISTANCE The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9 Undedayment System No.1 — WeatherLeek_Specialty Tile & Metal Only Roof Deck: 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 selvage with minimum 12ga., 1-1/4-inch galvanized ring shank roofing nails through optionally primed, 32ga. x 1-5/8-inch 0 tin caps spaced 12" o.c. The applied undedayment shall be rolled with a minimum 751b steel roller immediately following application. Maximum Design -142.5 psf Pressure: FL9777-R11 3 of ...,,..,.w� 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 attdbutes that are not specifically addressed herein. CREEK TECHNICAL 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 property ventilated in accordance with the FBC requirements. 6) All side lap seams shall be installed to shed water from the deck. 7) The undedayment may be used as described in other current FBC.. product approval documents. 6) 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 undedayment 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. COMPLIANCE The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code e Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. E NrtpR�tt No 74021 %13 STATE OF CERTIFICATION OF INDEPENDENCE 2017.10. _ Ile 09:06:29 .�. 04r00t 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. END OF REPORT 4 of I his 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 whichthisreport is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein.