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Home My WebLink AboutPRODUCT APPROVAL ROOFING UNDERLAYMENTFlorida Buildin Code Online MM9 1. littps://www.floi•idabuilding.org/pi•/pr app dtLaspx?pararnWGEVX... SCANNED ' BY ® onee�, Lucie County 1 .. BCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search onda -� �1 kk Y,` Product Approval IUSER: Public User iliL'f. Product Approval Menu -> Product or Application Search > Application List > Application Detail FL # a " . gob-- a 6 Application Type Code VersionW' " l Application Status A+ ST. LUCIE COUNTY BUILDING DIV _ ON REVIEWED FOR COMP IANCE REVIEW B Comments DATE Archived PLANS A D R T MUST BE KEP 306 SITE OR NO INSPECTIONS) WIL' E MADdE Product Manufacturer S I>.M�ta I Address/Phone/Email 2120 SW Poma Drive Palm City, FL 34990 (772)223-4055 flvalidation@yahoo.com I Authorized Signature Terry Kapron flvalidation@yahoo.com i I Technical Representative Address/Phone/Email THESE PLANS AND ALL PROPOSED WORK Quality Assurance Representative ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT Address/Phone/Email MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. Category Ro in Subcategory etal Eo :oZ an Compliance Method Evaivation Report from a Fiorida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received I Florida Engineer or Architect Name who developed Diane G. Marotta, P.E. the Evaluation Report Florida License PE-82591 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/02/2026 validated By Locke Bowden Validation Checklist - Hardcopy Received i I Certificate of Independence FL21423 RI COI FL21423.1-SS-]AX BEACH Series-CLIPLESS SNAPLOCK 24GA COMPLETE WITH DETAILS.Ddf Referenced Standard and Year (of Standard) Standard Year TAS 100 1995 TAS 125 2003 I I Equivalence of Product Standards I Certified By CONCD- .LED PASTENERS OR A7MCf-IA/;EN—j,3 FILE COP Sections from the Code ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD I 1 of 3 3/17/2018, 7:49 AM Florida Buildin Code Online https://www.floridabuildiiig.org/pr/pr app dtLLaspx?palatn=wGEVX... i Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method i Option D 10/21/2017 10/29/2017 10/31/2017 12/12/2017 FL # I Model, Number or Name I Description 21423.1 I LOCK BEACH SERIES CLIPLESS SNAP 1.5 24G 15-19" WIDTHS OVER 15/32" 4-PLY CDX Limits of Use. Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-161PSF Other:-161PSF@6"O.C.,-97.25PSF@3"O.C. INSTALL PER MANUFAC UREK S DE TAILS AND IN COMPLIANCE WITH FBC 2017. Installation Instructions. FL21423 R1 II FL21423.1-SS-JAX BEACH Series-CLIPLESS SNAPLOCK 24GA COMPLETE WITH DEfAILS.vdf Verified By: Diane G. Marotta, P.E. 82591 Created by Independent Third Party: Yes Evaluation Reports FL21423 R1 AE FL21423.1-SS-3AX BEACH Series- CLIPLESS SNAPLOCK 24GA COMPLETE WITH DETAILS.pdf Created by Independent Third Party: Yes 21423.2. JAX BEACH SERIES CLIPLESS SNAP 1.5 ALUMINUM .032 SL 15-19" WIDTHS OVER 4-PLY CDX LOCK ALUM PLYWOOD Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/--i08.5 Other:-108.5psf@3"O.C.,-76.75@6"O.C. INSTALL PER MANUFACTURER'S DETAILS AND IN COMPLIANCE WITH FBC 2017. 21423.3 1 MIAMI SERIES SNAP LOCK 1.75 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes impact Resistant: N/A Design Pressure: +N/A/-156.75 Other:-114.25PSF @16"O.C.,-156.75PSF @8"O.C. INSTALL PER MANUFACTURER'S DETAILS AND IN COMPLIANCE WITH FBC 2017. 21423.4 MIAMI SERIES SNAP LOCK 1.75 ALUM Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-114.25 Other:-110.5PSF@12"O.C.-114.25PSF@6"O.C. INSTALL PER MANUFACTURER'S DETAILS AND IN COMPLIANCE WITH FBC 2017. Insta Ilation'Instructions FL21423 R1 II Jax Beach 0.32 ALUM SNAP LOCK BINDER- ss. pdf Verified By: Diane G. Marotta, P.E. 82591 Created by independent Third Party: Yes Evaluation Reports FL21423 R1 AE lax Beach 0.32 ALUM SNAP LOCK BINDER - Created by Independent Third Party: Yes 24GA 14-18 WIDTHS OVER 15/32" APA PLYWOOD Installation Instructions FL21423 RI II FL21423.3-SS-MIAMI SERIES 24GA SNAP LOCK 1.75 COMPLETE with details.pdf Verified By: Diane G. Marotta, P.E. 82591 Created by Independent Third Party: Yes Evaluation Reports FL21423 R1 AE FL21423.3-SS-MIAMI SERIES 24GA SNAP LOCK 1.75 COMPLETE with details.pdf Created by Independent Third Party: Yes .032 ALUMINUM 14-18 WIDTHS OVER 15/32" APA PLYWOOD Installation Instructions FL21423 R1 II FL21423.4-SS-MIAMI SERIES SNAP LOCK 1.75 ALUM 0.032 _COMPLETE WITH DETAILS.pdf Verified By: Diane G. Marotta, P.E. 82591 Created by Independent Third Party: Yes Evaluation Reports FL21423 RI AE FL21423.4-SS-MIAMI SERIES SNAP LOCK 1.75 ALUM 0.032 COMPLETE WITH DETAILS.pdf Created by Independent Third Party: Yes 21423.5 PALM BEACH SERIES MECHANICAL 24GA 12 - 20" WIDTHS OVER 15/32" 4-PLY CDX PLYWOOD LOCK 1.5 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL21423 R1 II FL21423.5-SS-PALM BEACH SERIES 1.5 Approved for use outside HVHZ: Yes MECHANICAL LOCK -COMPLETE WITH DETAILS.pdf Impact Resistant: N/A Verified By: Diane G. Marotta, P.E. 82591 Design Pressure: +N/A/-112PSF Created by Independent Third Party: Yes Other: Method 1-90 DEGREE SEAM-93.5psf 24"O.C. Evaluation'Reports 2 of 3 11 3/17/2018, 7:49 AM Florida Buildin Code Online littps://www.floi-idabuilding.oi-g/pi-/pr app dtl.aspx?param=wGEVX... Method 2-90 DEGREE SEAM-101PSF 6" O.C. Method 3-180 FL21423 RI AE FL21423.5-SS-PALM BEACH SERIES 1.5 MECHANICAL LOCK -COMPLETE WITH DETAILS.Ddf DEGREE SEAM-112psf 6"O.C. Fasteners per Clip: 2 INSTALL Created by Independent Third Party: Yes PER MANUFACTURER'S INSTALL DETAILS IN COMPLIANCE WITH FBC 2017 21423.6 PALM BEACH SERIES MECHANICAL .032 ALUM 16 OR 20" WIDTHS OVER 15/32" 4-PLY CDX LOCK 1.5 ALUM PLYWOOD Limitsof Use Installation Instructions Approved for use in HVHZ: Yes FL21423 RI II FL21423.6-SS-PALM BEACH MECHANICAL LOCK ALUM-2017 COMPLETE WITH DETAILS.Ddf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Diane G. Marotta, P.E. 82591 Design Pressure: +N/A/--131PSF Created by Independent Third Party: Yes Other: METHOD 1- 90 DEGREE SEAM-63.5PSF 24"O.C. Evaluation Reports METHOD 2- 90 DEGREE SEAM-86PSF 24"O.C. MET HOD 3- FL21423 RI AE FL21423.6-SS- PALM BEACH MECHANICAL LOCK ALUM-2017 COMPLETE WITH DEIAILS.odf 131PSF 180 DEGREE SEAM-6"O.C. 2 FASTENERS PER CLIP INSTALL PER MANUFACTURER'S INSTALL DETAILS IN Created by Independent Third Party: Yes COMPLIANCE WITH FBC 2017 423 7 SER ES - K EST,S V CR• M 26GA 24 VtilIDTH 5/8" RIB O ER 15 32" APA PLYWOOD Lr " tofUs Installation Instructions Ap"" ved u e-m V e FL21423 Ri II FL21423.7-SS-SERIES Key West 5 V Crimp 2017 COMPLETE WITH DETAILS.odf Verified By: Diane G. Marotta, P.E. 82591 Approve�Cl "r use outsid HVHZ: Yes m t ntiAl Design Pressure: +N/A/-189.25 Created by independent I herd Party: Yes Other:-189.25PSF@8"O.C.,-78.5PSF@16"O.C. THRU Evaluation Reports FASTENED. INSTALL PER MANUFACTURER'S INSTALL FL21423 RI AE FL21423.7-SS-SERIES Key West 5 V Crimp 2017 COMPLETE WITH DETAILS.Ddf DETAILS IN COMPLIANCE WITH FBC 2017 Created by Independent Third Party: Yes 21423.8 SERIES - STUART LINE NAIL 1.0 24GA NAIL STRIP/SNAP LOCK 16" COVERAGE WIDTH STRIP/SNAP LOCK Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL21423 RI II FL21423.8-SS-1.0 SERIES - STUART LINE Nail Strip -Snap Lock -HVHZ-COMPLETE WITH DETAILS.Ddf Approved for use outside HVHZ: Yes Verified By: Diane G. Marotta, P.E. 82591 Impact Resistant: N/A Design Pressure: +N/A/-136.75 Created by Independent Third Parry: Yes Other:-136.75PSF @ 6"O.C.,-84.25PSF @ 12" O.C. Evaluation Reports INSTALL PER MANUFACTURER'S INSTALL DETAILS IN FL21423 R1 AE FL21423.8-SS-1.0 SERIES - STUART LINE Nail Strip -Snap Lock -HVHZ-COMPLETE WITH DETAILS.Ddf COMPLIANCE WITH FBC 2017 Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovricht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are"public records. Ifyou 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 850.487.1395. *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 emails 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: ® ® ® cLhe_c.,. 22 Credit Card Safe i 01.03 11 3/17/2018, 7:49 AM ;K `2.6 GSA = "'FL �un/ast Meta/ I/= Engineered Metal Roofing W F QUO ` a tact Florida Building Code 2017-,6th ed Per Rule 61G20-3 Method: 1-0 Category: Roofing Subcategory: Metal Roofing Compliance Method: Rule 61G20-3 HVHZ Product Manufacturer: Sunlast Metal 2120 SWPoma Drive Palm City, Florida 34990 Eneineer Evaluator Diane G. Marotta, P.E. fL reg # 82591 1915 NE 4Sc' ST. #107 Fort Lauderdale, FL 33308 954-776-8004 Validator• Locke aowden, P:E., FL #49704 9450 Alysbury Place Montgomery, AL 36117 Diane' G= Marotta, P:E. FL reg # 82591 seal pliance Statement: The product as described in this report has demonstrated compliance with the irida Building Code 2017, Sections 1504.3.2, 1507.1.1,1507.4.3, 1518.9, 1523.6.5.2.4 Pro uct Description: 26GA 5 V Crimp Metal Panel, 24" Width, Roof panels, 5/8" Rib height, 12" O.C. Pan--II�I THRU FASTENED into 15/32" APA Plywood decking. Non-structural Application. FORIUSE IN HVHZ. I: 26GA metal conforming to Florida Building Code 2017 Section 1507.4.3 Yield Strength: 55KSI n Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3 Dimensions: Panel Width: 24" width ner: Wood-Zac XG fastener w/Neoprene washer or equivalent #10 Hex Head. Corrosion Resistant per Florida -Building 2017 Section 1506.7 3/ 6" minimum penetration through plywood Cor Sion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4 15/ 2" APA plywood, plywood supports at maximum 24' O.C. Design of plywood and plywood supports are outside the scope of tl is evaluation. Must be designed in accordance w/ Florida Building Code 2017. r Ro f Areas Field Perimeter/Corner jas 5psf-189.25psf ci�ri 16" o.c. 8" o.c. % 410 # 10 Optional Rigid Insulation board, 3" max thickness compliant with FBC 2017 section 1508.2 Qu lity Assurance: In accordance with FBC 2017 and Rule # 61620-3: Keystone Certification, Inc1�QUA 1824 Tes References: Ard itectural Testing Inc (TST 1527) # F0755.01-450-18 TAS 125-2003 Arcli itectural Testing Inc (TST 1527) #0412-1017-05 TAS 125-2003 Arc itectural Testing -Inc. (TST 1527)# SFMS-001-02-01 TAS 100-1995 , B8944.01-450-18 TAS 125 PRI onstruction Material Tech nofogies(TST5878) AKZC-001-02-01/05 TAS 110-2000 P I Construction Material Technologies(TST5878)AKZC-001-02-01/05 ASTM B 117-2002 A ZO Nobel Coatings, Inc. Lab Form ASTM G 153 Compliance: The product described herein demonstrated compliance with The Florida Building Code (FBC) 2017 Section 3.2. The product evaluation is limited to compliance with the structural wind load requirements of the FBC 2017, as s to Rule 61G20-3. Minimum Slope Range 2/12 Minimum Slope per Florida Building Code 2017, and in accordance with Manufacturers reco mendations. Instz lation: Install per manufacturer's recommended details in compliance with FBC 2017 and RAS 133. Und rlayment: Per Manufacturer's installation guidelines per Florida Building Code 2017 Chapter 1507, Chart 1507.1.1 Page 2 of 4 Roof IIanel Fire Classification: No classification. Shir Iaphragm: values are outside the scope of this report. Desigili Procedure: Based on the dimensions of the structure, applicable wind loads are determined using Chapter 16 of the Florid Building Code 2017 -roof cladding wind loads. Component wind loads for roof cladding are compared to the allowable pressu re listed above. Design professional shall select the applicable erection details to reference in drawings for correct faster r attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be comp ant with Florida Building Code 2017 Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading. Requi ed wind loads shall be determined per project per FBC 2017 and any rational analysis computation shall be prepared by a licens d design professional. Certil icate of Independence: Diane G. Marotta, P.E. does not have nor will acquire financial interest in any company manufacturing or distributing products under this evaluation. Diane G. Marotta, P.E. is not owned or operated or controlled by any c mpany manufacturing or distributing product under this report. UCT EVALUATION REPORT Page 3of4 5unlastMetal Value Engineered Meta/Roofing TI4 Ca rg 976 0 He dj, o 10-0 w s .ear per vai at o Re rt Spec'fi atio 12" 12" % Overlap. Page 4 of 4