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HomeMy WebLinkAboutRevisionOFFICE USE ONLY: DATE FILED: REVISION FEE: LOCATION/SITE ADDRESS: � /00 PERMIT # ©6 4 RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT REVISIO r CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: SCC- M /Y7 -Z BUSINESS NAME: QUALIFIERS NAME: ADDRESS:o �;, ✓!�e✓ CITY: ,- Vcf, STATE: L. PHONE (DAYTIME): n?- �4 //3y OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: PHONE (DAYTIME: `305- ?4 Z �4 ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9/23/09 Revised 06130/17 STATE: ST. LUCIE CO 9ERT, #: /'- --el (-b KrC-or/- ZIP: 5 y9 -r- L- FAX: e-- ZIP: FAX: FAX: ZIP: ?A�"' 3' 3ra„x�3;'t+`'�y°I�i$ii-+ ¢ ,"^�'M. 0. y,t'� it t ac s a� � q� 1pTAp . •! R'a'id, n .. —T �r 21-MIM-1-MIX—Ern-mg 1c_cur BCIS Home ' Log in User Registration Hot Topics I Submit Surcharge Stats & Fads Publications Contact Us i SCIS Site Map Links Search b..r a Product Approval ` USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL9777-Rll Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Owens Corning Address/Phone/Email One Owens Corning Parkway Toledo, OH 43659 (740)404-7829 greg-keeler@owenscorning.com Authorized Signature Greg Keeler greg.keeler@owenscorning.com Technical Representative Address/phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE -74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden P.E. y Validation Checklist - Hardcopy Received Certificate of Independence FL9777 R11 COI OCR14002 8a2017 FBC Evaluation Report Weatherlock Non-HVHZ.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D 1970 2015 ASTM D226 2009 ASTM G 155 2005 TAS 103 1995 UL 1897 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 10/11/2017 Date Validated 10/11/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Prodygts--,, Model, Number or Name Description 9777.1 Weatherlock G Weatherproofing Underlayment r ym � Limits of Use r --' Installation Instructions ct on 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. FL9777 R11 11 OC 0 2:0 1 F a .0 a o l; p2d tlao.n Weatherlock Non.HVHZ.pdf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes T P Y Evaluation Reports tE EL9777 1111 AE QCR14002.8a 20 7 v port Weatherlock Non-HVHZ.pdf Weatherproofing Underlayment - -------- 9777.2 -7t erLock G (High Tear) Limits of Use Installation Instructions 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. FL9777 R11 11 OCP14002.8a 017FarEvaluation1mr]; Weatherlock Non-HVHZ.pd Verified By: Zachary R. Priest PE -74021 Created by Independent Third Party: Yes Evaluation Reports FL9777 R11 AE OCR14002.8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ.p !Lf Created by Independent Third Party: Yes 97773 Weatherlock MAT Waterproofing Underlayment Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: No Impact Resistant: N/A Design Pressure: NIA Other: See evaluation report for limits of use, ------------ installation Instructions EL9777 R11 11 OCR14002.8b 2017 FBC Evaluation Report Weatherlock HVHZ.pAf Verified By, Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports EL9777 R11 AE nCF14QQ2.8b 2017 FBCEvaluanon -Up= Weatherlock HVHz-pff Created by Independent Third Party. Yes 9777.4 Wee atherlock MAT 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 EL9777 R11 II OCR142,8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ.pd Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL9777 R11 AE OCR14002.8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ.pd 9777.5 WeatherLock Metal Created by Independent Third Party: Yes 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 EL9777 R11 11 OCR14002.8a 2017 FBC Evaluation gap= Weatherlock Non-HVHZ.pd Verified By: Zachary R. Priest PE -74021 Created by Independent Third Party., Yes Evaluation Reports FL9777 R11 AE -OCRI4002.8a 2017 FBC Evaluation -&Qw-t- Weatherlock Non-HVHZ.pd Created by Independent Third Party: Yes 9777.6 Weatherl-ock Metal Weatherproofing Undedayment 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. Installation Instructions FL9777 R11 1I QCR14002.8b 20 7 FBC Evaluation Re= Weatherlock HVHZ.pAf Verified By: Zachary R. Priest PE -74021 Created by Independent Third Party: Yes Evaluation Reports FI 9777 R11 AE 0CR14002 8b 2017 FBC Evaluation Repo Weatherlock HVHZ.I?df Created by Independent Third Party: Yes 19777.7 1 WeatherLock Specialty Tile & Metal I Weatherproofing underlayment 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. Installation Instructions FL9777 R11 II OCR14002.8a 2017 FBG Evaluation Report Weatherlock Non-HVHZ.pdf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FI 9777 R11 AE OCR14002.8a 2017 FBC Evaluation Repor Weatherlock Non-HVHZ.pdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.487-1824 The State of Florida is an AA/EEO employer. CopyIght 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 mail to this entity, Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M -M On ® Rig Credit Card Safe Certificate of Authorization No. 29824 CREEK 17520 Edinburgh Drive Tampa, FL 33647 (813) 480-3421 TECHNICAL SERVICES, LLC EVALUATION REPORT FLORIDA BUILDING CODE, C EDITION (2017) Manufacturer: OWENS CORNING ROOFING AND ASPHALT LLC issued October 11, 2017 1 Owens Corning Parkway Toledo, OH 43657 (800) 436.74135 , , omnscomine.com Manufacturing Location: Brentwood, NH Houston, TX Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Undedayments Code Sections: 1504.3.1,1507.1.1 Properties: Physical properties REFERENCES Enti Re o No. Standard Year PRI Construction Materials Technologies (TST5878) NEI -039.02-01 ASTM D 1970 2015 2015 PRI Construction Materials Technologies (TST5878) NEI-042-02-01REV2 ASTM D 1970 1995 PRI Construction Materials Technologies (TST5878) NEI -045-02-01 TAS 103 PRI Construction Materials Technologies (TST5878) NEI -045-02-01 ASTM G 155 20058 1995 PRI Construction Materials Technologies (TST5878) NEI -053-02-01 TAS 103 ASTM G 155 2005a PRI Construction Materials Technologies (TST5878) NEI -053.02-01 2015 PRI Construction Materials Technologies (TST5878) NEI -093-02-02 ASTM 01970 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-232-02-01 ASTM D 4798 2001 PRI Construction Materials Technologies (TST5878) OCF-252-02-01 ASTM D 1970 2015 2015 PRI Construction Materials Technologies (TST5878) OCF-253-02-02 ASTM D 1970 1995 PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) OCF-272-02-01 OCF-296-02-02 TAS 103 AC $88' 2012 SCC -¢ES 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 2009 PRI Construction Materials Technologies (TST5878) OCF-321-02-01 ASTM D 1623 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 0 228-09, Type I and it 0CR14002 8a FL9777-1411 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20.3. The manufacturer shalt no* 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 kill G NH) WeatherLock® Mat (Brentwood, NH or Houston, 7X) WealherLock* Metal (Brentwood, NH) OF USE OWENS CORNING ROOFING Weatherock,V Self-sgea l�A00N L& Water Barriers WeatherLock® G is an ASTM D 1970 self-adhesive u edayment constructed from SBS modified asphalt, a fiberglass mat reinforcement a surfaced with granules. The product is supplied in 2 -sq. rolls with nominal dimensi s of 3 -ft x 66.7 -ft. WeatherLockS G is permitted to be u prescribed in FBC Section 1507.1.1 for rnechani Brings. Exposure on the roof deck shall be limited to a maximum 30 days. Weatherl-ockS Mat is an ASTM D 1970 self-adhesive underlayment constructed from sq. rolls with nofied minaltwith a d mens ons of 3 -ft 33.3 -ft glass mat and reinforcement. sq. rolls with nominal dimensions of 3 -ft x 66.7 -ft. WeatherLribed in FBC Section 507.1.1 mechanics y attached roof cok@ Mat is verings. Exposure oed to be used as n the roof deck shall elo limited toa maximum 30 days. WeatherLock® Metal is an ASTM D 1970 self-adhesive underlayment constructed from 5BS modified asphalt with a fiberglass mai 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 FSC Section 1507.1.1 for mechanically attached roof coverings. Exposure on the roof deck shall be limited to a maximum 90 days. WeatherLockV WeatherLock® Specialty Tile & Metal is an ASTM D 1970 self-adhesive underlayment and surfaced with a non -woven polyester fabric. Specialty Tile & Metal (Brentwood, NH or constructed from SBS modified asphalt The product is supplied in 2.14 sq. rolls with nominal dimensions of 3 -ft x 71.3 -ft. Houston, 7X) WeatherLocki& SpecialtyTile 8 Metal Is permitted to be used as prescribed in FBC Section 1507.1.1. WeatherLock® Specialty Tile & Metal is permitted to be used with the using either ICP Adhesives Polyset AH 160 (ICP adhered clay or concrete roofing Adhesives and Sealants, Inc.) or TILE BONDT" 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 Tile be stored on battens for roof slopes greater than 6:12. Tiles without battens. shall shall not be stacked greater 10 tiles per stack. WeatherLockO G (High WeatherLock(D 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 Tear) (Houston, TX) modified bitumen underlayment. The underlayment is composed of SBS modified internal reinforcement and is surfaced with granules. The asphalt with a fiberglass mat product Is supplied with a nominal thickness of 50 mils in 1.95 -sq rolls with nominal dimensions of 3 -ft x 65 -ft. WeatherLoek(& G (High Tear) is permitted to be used as prescribed in FSC Section 1507.1.1 for mechanically attached roof coverings. Exposure on the roof deck shall be limited to a maximum 30 days. FL9777-Rl l Page 2 of 4 This evaluation report is provided for State o€Florida product approwai under Rule 61 G20-3. The manufacturer snap Hoary urcacn d. Technical Services, LLC of any product changes or arran assurance nsion,rerecommended use, or otheroughout the r product n for Bch attibiutespthatort iare not This evaluation report does not express nor imply y, specifically addressed herein. CREEK TECHNICAL. SERVICES, LLC PRODUCT APPLICATION OWENS CORNING ROOFING AND ASPHALT LLC Weathertock4i Self -Sealing Ice & Water Barriers Min. Roof Slope: 2:12 in accordance with the FBC Application: All underlayments shall be installed in accordance with the FSC. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the. deck shall be chocked for protrusion and corrected prior to undarlayment application. Prior to beginning installation, the undertayment shall be unrolled and 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 Weatherl-ock@ Specialty Tile & Metal, and laps shall be primed 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 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-ockS 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. WIND REsisYANCE The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9. ► ,ndedavment System No.1 — Weatherl-ock Sin ciglty -rile & Metal Only Roof Deck: Min. 15/32 -inch COX plywood attached to wood supports spaced a maximum 24" o.c. Underlayment; Weathercock® Specialty Tile & Metal shall be applied in accordance with manufacturer's installation instructions to the fastened deck and backnalled along the selvage with minimum 12ga., 1 -114 -inch galvanized ring shank roofing nails through optionally primed, 32ga. x 1-5/84nch 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: 0CR14002.8a FL9777-R11 Page 3 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. OWENS CORNING ROOFING AND ASPHALT LLC CREEK4Veathed ockS Self -Sealing ice & Water Barriers TECti110CAL SERviCE6, 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 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 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E, have demonstrated compliance with the Florida Building Code tis' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. �yrrrrrrri�� Pf+fi EN,S+fi.citk No 74021 STATE OF : 4U Q N��� A� CERTIFICATION OF INDEPENDENCE 2017.10.11 /4 s- 09;06:29 -04r001 Zachary R. Priest, P.E. Florida Registration Aro. 74021 Organization No. ANE9641 CREED 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 OCR14002.6a FLO777-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 Servic", 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.