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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online a ��e Q� ® • 9 0 �Ct ,+BCIS Home i Login user Registration Hot Topics Submit dbpl t Product Approval r USER: Public User Product Aooroval Menu > Product or Aoolicatlon Search > Aoolicatior L 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 Page 1 of 2 "��\Illy �Cdi1 ®y.w BY ;ie counb, ircharge I Stats & Facts Publications I FBC Staff I SCIS Site Map Links I Search I > Application Detail Z1383-R1 17 st Metal SW Poma Drive City, FL 34990 223-4055 Kapron Roofing Evaluation Report from a Florida Registered Architect or a Licensed Flo ,ida Professional Engineer ©IEvaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Dianl a Marotta the Evaluation Report Florida License PE-8I2591 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/02/2026 Validated By ll Locke Bowden P.E. Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from'the Code Product Approval Method ® Validation Checklist - Hardcopy Received UL Method 1 Option D Year 2006 https://www.floridabuilding. org/pr/pr_app_dtl. aspx?parsm=wGEVXQwtDgve007nSKOaG... 5/25/2018 Product Approval Methor Date Submitted Date Validated Date Pending FBC Approval Summary of Products Florida Building Code Online Method 1-Option D' 10/23/2017 12/12/2017 12/18/2017 FL # Modell Number or Name _Description �yae,f rrw1'" a aP it em�s`�� 21.38 71 Rw!I;EGONOpL■`NE,%l i• n dcv *;, s s t ,,, ._-�� 0„CLI,P ,ESS�NAILr,�,;;,.� � . - � [ e .�"`•--..^�-....._..�-�•---""'""---ti. 26GA-STEEL OVERt15j32 4 PLY•CDX P,LYWOODf Limits of Use Installation Instructions Approved for use in HVHZ: No FL21383 RI II FL 21383 ECONO LINE CLIPLESS NAIL STRIP - SNAPLOCK-BNDER-SS.Ddf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Architectural Testing, Inc. - Florida Design Pressure: +n/a/-71PSF Created by Independent Third Party: Yes Other: -71PSF @6"O.C. INSTALL PER MANUFACTURE 'S Evaluation Reports DETAILS AND IN COMPLIANCE WITH FBC 2017. FL21383 Rl AE FL 21383 ECONO LINE CLIPLESS NAIL STRIP-SNAP LOCK- BNDER-SS.Ddf Created by Independent Third Party: Yes 21383.2 ECONO LINE 1.0 NAIL STRIP LUM .032 ALUM OVER 15/32" 4-PLY CDX PLYWOOD Limits of Use Installation Instructions Approved for use in HVHZ: No FL21383 R1 II FL 21383 CLIPLESS NAIL STRIP 0.032 ALUM BINDER-SS.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Architectural Testing, Inc. - Florida Design Pressure: +N/A/-78PSF Created by Independent Third Party: Yes Other:-78.5PSF @6"O.C. INSTALL PER MANUFACTURE 'S Evaluation Reports DETAILS AND IN COMPLIANCE WITH FBC'•2017. FL21383 R1 AE FL 21383 CLIPLESS NAIL STRIP 0.032 ALUM BINDER-SS.odf Created by Independent Third`Party; Yes 21383.3 ECONO LINE PBR 26GA STEEL OVER 15/32" 4-PLY CDX PLYWOOD Limits of Use Installation Instructions Approved for use in HVHZ: No FL21383 RI II FL21383 SUN LAST METAL PBR NON HVHZ COMPLETE WITH DETAILS-rrspdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Architectural Testing, Inc. - West Palm Beach (an Design Pressure: +N/A/-97psf Intertek company,), Other:-76.75psf @24" fastening pattern 6"-9"-9"-9"-3" Created by Independent Third Party: Yes Along the row, across the panel profile. Install per FBC 2017 Evaluation Reports and manufacturer's details. FL21383 R1 AE FL21383 SUN LAST METAL PBR NON HVHZ COMPLETE WITH DETAILS-rrs.Ddf Created by Independent Third Party: Yes Contact Us :: The State of Florida is an AA/EEO employer. Under Florida law, email addresses are public records. If you do not want yoi mail to this entity. Instead, contact the office by phone or by traditional 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed i one. The emails provided may be used for official communication with the lice address, please provide the Department with an email address which can be Next Phone; 850-487-1824 of Florida.:: Privacy Statement :: AccessibTty Statement ::-Refund_ Statement e-mail address released in response to a public -records request, do not send electronlc all. If you have any questions, please contact'850.487.1395. *Pursuant to Section Ier Chapter 455, F.S. must provide the Department with an email address if they have see. However email addresses are public record. If you do not wish to supply a personal ade available to the public. To determine If you are a licensee under Chapter 455, F.S., �e click here . ,pproval Accepts: ® sL'heak 3dit Card Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgve007nSKOaG9tHld%2bwQOEnV4eGOsO9HLb%2bwaklvjCUXQ%3d%3d 2/2 unla .5 "l/a/ue Engine, �.G� 6"`G_:01l,ER�'GE `WID. 26TH R4 ' FLORIDA PR0DUCT Produ tMetal d Meta/ RooAng I" f'AhiEL OVER"ItS� ',V, RLYW'06-a ubition Reoort Florida Building Code 2 17 Per Rule 61G20-3 'Metho 1-D Category: Roofing Subcategory: Met I Roofing Compliance Method: Rule 6120.3 NON-F VHZ Sunlast Metal 2120 SW Poma Drive Palm City, Florida 34990 Diane G. Marot 1915 NE 4 Fort Lauderd Locke Bowden, 9450 Alys Montgome Evaluation R Certificate of Independence: Diane G. Marotta P.E. does not have manufacturing or distributing products under this evaluation. Diar any company, manufacturing or distributing product under this rel P.E. # 82591 ' ST. #107 e. FL 33308 E., FL #49704 ry Place AL 36117 sort 1-4 )r will acquire financial interest in any company G. Marotta, R.E. is not owned or operated or controlled by Diane G. Marotta, P.E. FL reg # 82591 seal - Compliance Statement: The product as described in this repo Florida Building Code 2017, Sections 1504.3.2, 1507.4.3,. Product Description: 26GA Nail Strip/Snap Lock Metal Panel, 1 Panel restrained with #10 x 1" Pancake Head fasteners into 15, No Application. FOR USE IN NON-HVHZ. has demonstrated compliance with the ''Coverage Width, Roof panels, 1.0" Rib height 2" 4 ply CDX Plywood decking. -Material: 26GA-metai conforming toflorida Building Code 2017'Section 1507.4.3 Yield Strength:'40KSi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1506, 1507, 1507 Panel Dimensions: Panel Width: 16" coverage width Fastener: #10 X 1" Pancake -Head wood fasteners or equivalent. (Corrosion Resistant per Florida Building Code 2017 Section 1506.7. 3/16" minimum penetration through plywood Corrosion Resistance: Per Florida Building Code 2017, Section 1506, 1507 15/32" 4ply CDX plywood, plywood supports at maximum 24' O.C. Design of plywood and `plywood' supports are outside the scope of this evaluation. Must be designed in accordance w/. Flor da Building, Code 2017. Deesign Uplift Pressures:.Uphft Design Rressure: with Safety Factor of 2; r,T-ABL'E A- 5 " ax Design Pressured -71psf field"Fastener Spacing ' 6r' from panel ends and 6" o.c. Fastener Size #10 Female leg of panel snap fit to the male leg of the adjacent panel, fastened 2"o.c. at perimter #10 fastener Quality Assurance: In accordance with FBC 2017 and Rule # 6162' -3: Keystone Certification, Inc. QUA 1824 Test References: Architectural Testing Inc (TST 1527) # F8542.01-450-44 UL 580-0 and f8542.01-450-44r0-3 UL 580-06 Code Compliance: The product described herein demonstrated 1504. The product evaluation is limited to compliance with the Rule 61G20-3. ance with The Florida Building, Code (FBC) 2017 Section ral wind load requirement's of the FBC 2017, as relates to Slope Range 2/12 Minimum Slope and in accordance with Manufacturers recommendations. Install per manufacturer's recommended details in compliance with FBC 2017. Manufacturer's installation guidelines per Florida Building Code 2017, sec 1507, CHART 1507.1.1 Fire Classification: No classification. Shear Diaphragm: values are outside the scope of this report. Design Procedure: Based on the dimensions of the structure,.applicable wind loads are determined using Chapter 16 of the Florida Building Code 2017 for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable pressure listed above. The design professional shall selectIlthe applicable erection details to reference in drawings for correct fastener attachment to his structure and analyze the panel fasteners for -pullout and pullover. Support framing must be compliant with Florida Building Code 2017 Chapter 22 for steel, Ch Required wind loads shall be determined per project per FBC 2017 licensed design professional r 23 for wood and Chapter 16 for structural loading. any rational analysis computation shall be prepared by a Certificate of Independence: Diane G. Marotta P.E. does not have nbr 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 company manufacturing or distributing product under this Page 2 of 3 FLOF T- V. i' I Ci-ii-n1a Value EnAiT # 10 Metal 'Metal Roofing TM Striations Optional L '+6'oc SCREW SPACING L- 28 GAUGE (Flat Shown) 'Striations Optional •t-26GAUGE (Flat Shown) Page 3 of 3