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Home My WebLink AboutPRODUCT APPROVALf i I if Professional Reoulation�. fic BCIS Home I Log In I User Registration I Hot To pts I Submit Surcharge I Stats & Fads I Publications I Contact Us I BCIS Site Map I Links I Search I Florida Product Approval USER: Public User Product Approval Menu > Product or Aoollcation Search > Application List Search Criteria Refine Search Code Version 2020 FL# ALL Application Type ALL Product Manufacturer Classic Products, Inc. Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications FL# Types. Manufacturer Validated By Status FL10687-R5 Revision Classic Products, Inc. Steven M. Urich, PE Approved History Category: Roofing (717) 317-8454 Subcategory: Metal Roofing -Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 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 Odnber 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 dick here . Product Approval Accepts: Credit Card Safe Professional Regulation BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map I Links I Search Florida r ,;F., '� Product Approval R USER: Public User 4Ps � u;ucs Product Approval Menu > Product or An lication Search > Application List > Application Detail FL # FL10687-R5 Application Type Revision Code Version 2020 Application Status Approved Comments Archived 0 Product Manufacturer Classic Products, Inc. Address/Phone/Email 8510 Industry Park Drive Piqua, OH 45356 (937) 773-9840 Ext 221 ericv@classicmof.com Authorized Signature James Buckner jimmy@cbuckinc.net Technical Representative Eric Voress Address/Phone/Email 8510 Industry Park Drive Piqua, OH 45356 ericv@classicroof.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the James L Buckner, P.E @ C-Buck, Inc. Evaluation Report Florida License PE-31242 Quality Assurance Entity Farabaugh Engineering and Testing, Inc Quality Assurance Contract Expiration Date 12/31/2024 Validated By Steven M. Urich, PE ED Validation Checklist - Hardcopy Received Certificate of Independence FL10687 R5 COI CertificateOfIndep.odf Referenced Standard and Year (of Standard) Standard Year UL 1897 2012 UL 580 2006 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL10687 R5 Equiv Test Standard Eauuv pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/22/2020 Date Validated Date Pending FBC Approval Date Approved FL # Model, Number or Name 10687.1 1 - "Rustic Shingle" 10/24/2020 11/02/2020 12/15/2020 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-67.5 Other: Refer to Evaluation Report for Conditions & Limitations of Use. Refer to manufacturer's installation instructions as a supplemental guide. 10687.2 12 - "Country Manor Shake" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-77.5 Other: Refer to Evaluation Report for Conditions & Limitations of Use. Refer to manufacturer's installation instructions as a supplemental guide. Description Roof Panel - 0.019" Aluminum Shingle Attached to Plywood Deck Installation Instructions FL10687 R5 II 1 Rustic Shingle WoodDeck EVALREPORT.pdf Verified By: James L. Buckner, P.E. @ C-Buck, Inc P.E. #31242 Created by Independent Third Party: Yes Evaluation Reports FL10687 R5 AE 1 Rustic Shingle WoodDeck EVALREPORT.p_df Created by Independent Third Party: Yes Roof Panel - 0.019" Aluminum Shingle Attached to Plywood Deck Installation Instructions FL10687 R5 II 2 CountryManor Shake WoodDeck EVALREPORT.pdf Verified By: James L. Buckner, P.E. @ C-Buck, Inc P.E. *31242 Created by Independent Third Party: Yes Evaluation Reports FL10687 R5 AE 2 Count Manor Shake WoodDeck EVALREPORT.pdf Created by Independent Third Party: Yes 10687.3 3 - "Oxford Shingle" Roof Panel - 0.021" Aluminum Shingle Attached to Plywood Deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL10687 R5 II 3 Oxford Shingle WoodDeck EVALREPORT.pdf Verified By: James L. Buckner, P.E. @ C-Buck, Inc P.E. #31242 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-62.5 Evaluation Reports Other: Refer to Evaluation Report for Conditions & Limitations of FL10687 R5 AE 3 Oxford Shingle WoodDeck EVALREPORT.pdf Use. Refer to manufacturer's installation instructions as a Created by Independent Third Party: Yes supplemental guide. 10687.4 4 - "ClickLock" Roof Panel - 0.032" Aluminum, 12" Wide Snap -Lock Panel Attached to Plywood Deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL10687 R5 II 4 ClickLock WoodDeck EVALREPORT.p_df Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E. @ C-Buck, Inc P.E. #31242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-82.5 Evaluation Reports Other: Refer to Evaluation Report for Conditions & Limitations of FL10687 R5 AE 4 ClickLock WoodDeck EVALREPORT.odf Use. Refer to manufacturer's installation instructions as a Created by Independent Third Party: Yes supplemental guide. Back Next Contact Us:: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovriaht 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 eo 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 Chapter455, 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: LRTT W] ® eLhx. Credit Card Safe Sppcldlty Structural Eng1nPPr1rlQ CBUCK, Inc. Certificate of Authorization #8064 Evaluation Report "Country Manor Shake" Metal Roof Assembly Manufacturer: Classic Metal Roofing Systems (A division of Isaiah Industries) 8510 Industry Park Drive Piqua, OH 45356 (800) 543-8938 for Florida Product Approval # FL 10687.2 R5 Florida Building Code 7th Edition (2020) Method: 1- D Category: Roofing Sub - Category: Metal Roofing Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Diana Galloway Report No. 20-240-CMS-AI9W-ER (Revises 17-130-CMS A19W-ER, FL10687.2 R4) Date: 10/01/20 Contents: Evaluation Report Pages 1— 7 Product: "Country Manor Shake" Material: Aluminum Support: Wood Deck This item has been electronically signed and sealed by James L Buckner, P.E., on this date using a Digital Signature. Printed copies of this document are not considered signed and sealed, and the signature must be verified on any electronic copies. .::.B..... VCENSF'• CC,p *' No31242 0: T'•. STATE OF •.RLORIDP.•' 0 , 2020.10.02 18.48:16-04'00' CBUCK, Inc. dba CBUCK Engineering Phone: (561) 491-9927 • Email: cbuck@cbuckinc.net • Website: www.cbuckinc.net Business: 1374 Community Dr., Jupiter, FL 33458 • Corp/Mailing: 2637 E. Atlantic Blvd, #34069, Pompano Beach, FL 33062 FL #: FL 16807.2 R5 Date: 10 / 01 / 20 Report No.: 20-240-CMS-Al9W-ER Ce@ mn-0, enc tj rinPage 2 of 7 F#�, jineeq Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Manufacturer: Classic Metal Roofing Systems (A division of Isaiah Industries) 8510 Industry Park Drive Piqua, OH 45356 (800) 543-8938 https://www.classicmetairoofingsystems.com/ Product Name: Product Category: Country Manor Shake Roofing Product Sub -Category Metal Roofing Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d) Product/System "Country Manor Shake" Description: Aluminum roof panel, with a wood shake appearance, mechanically attached to Wood Deck. Product Assembly as Refer to Page 4 of this report for product assembly components/materials & Evaluated: standards: 1. Roof Panel 2. Fasteners 3. Underlayment Support: Type: Wood Deck (Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: • 15/32"or greater plywood, • or Wood plank (min. specific gravity of 0.42) Slope: Minimum slope shall be In compliance with FBC Chapter 15 based on the type of roof covering, applicable code sections and in accordance with manufacturer's recommendations. Performance: Wind Uplift Resistance: • Design Uplift Pressure: - 77.5 PSF (Refer to "Table A" attachment details herein) FL #: FL 16807.2 R5 Date: 10 / 01 / 20 g� Report No.: 20-240-CMS-Al9W-ER Page 3 of 7 ISpecicalty Structural EnQlneering CBUCK, Inc. Certificate of Authorization #8064 Performance The product described herein has demonstrated compliance with: Standards: • UL 580-06 — Test for Uplift Resistance of Roof Assemblies • UL 1897-12 —Uplift test for roof covering systems Standards Equivalency: The UL 580-94 & UL 1897-98 standard version used to test the evaluated product assembly is equivalent with the prescribed standards in UL 580-06 & UL 1897-12 adopted by the Florida Building Code 7th Edition (2020). Code Compliance: The product(s) described herein have demonstrated compliance with the performance standards listed above as referenced in the Florida Building Code 7th Edition (2020). Evaluation Report This building envelope product is evaluated for compliance with the structural Scope:. wind load requirements of the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical documentation, specifications and installation method(s) which include "Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 611320-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. • Option for application outside "Limitations and Conditions of Use" Rule 611320-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. • This report is a building code product evaluation per FLPE rule (FAC) 61G15-36 to comply with Florida product approval rule (FAC) 61G20-3. This evaluation report is part of the Florida Building Commission approval for the listed code related criteria. This report by James Buckner, P.E. and CBUCK Engineering is not a design_ certification of code compliance construction submittal documentation, per FBC section 107, for any individual structure, site specific or permit design. • All metal components and fasteners shall be corrosion resistant in accordance with applicable sections of FBC, including but limited to Sections 1504.3.2, 1506.5, 1506.6 and 1507.4.4. • Design of support system is outside the scope of this report. • Fire Classification is outside the scope of Rule 611320-3, and is therefore not i,included in this evaluation. • This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.0005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Farabaugh Testing & Engineering (FBC Organization ID# QUA 7733). FL #: FL 16807.2 R5 Date: 10 / 01 / 20 Report No.: 20-240-CMS-Al9W-ER engineering i Page 4 of 7 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Components & Materials: (by Manufacturer) Roof Panel: Material: Thickness: Panel Width: Panel Length: Alloy Type: Corrosion Resistance: Fastener: Type: Material: Size : Corrosion Resistance: Standard: Country Manor Shake Aluminum 0.019" (min.) 12" nominal (max.) Coverage 48" nominal 3105-1.126 Per FBC Section 1507.5.5 Annular Ring Shank Roofing Nails Aluminum or Stainless Steel 0.145" diameter (7/16" head diameter) x 2" long Per FBC Section 1506.5 Per ASTIVI F 1667 Underlayment: Material and application shall be in compliance with FBC Section 1507.1.1 and in accordance with applicable code sections and manufacturer's recommendations. Installation: Installation Method: (Refer to "TABLE A" below and drawings at the end of this evaluation report.) 1. Fastener spacing: 5-5/8" o.c. 2. (along the length of the nailing flange, along the top lock) 3. Nine (9) nails per shingle. 4. Tuck bottom lock of succeeding layer of shingles into top lock of preceding layer of shingles to form an integral interlock. For panel construction at the end of panels, refer to manufacturer's instructions and any site specific design. TABLE "A" ALLOWABLE LOADS Design Pressure: - 77.5 PSF Fastener Spacing: 5-5/8" # Fasteners per Shingle: 9 Notes: • Allowable design pressure(s) for allowable stress design (ASD). Install the "Country Manor Shake" roof panel assembly in compliance with the installation method listed in this report and applicable code sections of FBC 7th Edition (2020). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. FL M FL 16807.2 R5 Date: 10 / 01 / 20 . Report No.: 20-240-CMS-Al9W-ER EngineerInQ Page 5 of 7 ISpeclaltlj Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Referenced Data: 1. UL 580 & UL 1897 Uplift Test By Architectural Testing, Inc. (FBC Organization #TST ID: 1558) Report M 01-33341.01, Report Date: 12/11/98 Equivalency of Test Standard Certification By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization # ANE 1916) 3. Quality Assurance By Farabaugh Testing & Engineering (FBC Organization ID# QUA 7733) 4. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization # ANE 1916) FL #: FL 16807.2 R5 Date: 10 / 01 / 20 nC CBUCK Engineenj Page rt 6 of 70-240-CMS-AI9W-ER Specialty Structural Englneertnq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Classic Metal Roofing Systems "Country Manor Shake" (0.019" Aluminum) Roof Panel attached to Wood Deck Panel Fasteners - NINE Aluminum Ring Shank Nails Drawings Typical Panel Profile 5-5/8" 5-5/8" 5-5/8" 5-5/8" 5-5/8" 5-5/8" 5-5/8" 5-5/8" Section Plan View Nail Pattern Assembly FL #: FL 16807.2 R5 Date: 40 Page 7 of 7 Specialty Structural Enginperinq CSUCK, Inc. Certificate of Authorization #8064 Installation Method Classic Metal Roofing Systems "Country Manor Shake" (0.019" Aluminum) Roof Panel attached to Wood Deck "Country Manor Shake" Deck Substrate: (Succeeding Layer) 15/32" or greater, Plywood inienocK (Preceding Layer) Ring Shank Nails Per Shingle Typical Roof Shingle Assembly Plan View TABLE "A" Design Pressure: - 77.5 PSF Fastener Spacing: 5-5/8" # Fasteners per Shingle: 9 SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _ Not Applicable Name: MORTGAGE COMPANY: _ Not Applicable Name: Address: Address: City: State: Zip: Phone City: State: Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable Name: Address: City: Zip: Phone: BONDING COMPANY: Not Applicable Name: Address: City: Zip: Phone: OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in paying twice for improvements to your property. A Notice of Commencement must be recorded in the public records of St. Lucie County and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording vour Notice of Commencement. Signature of Owner/ Le see/Contractor as Agent for Owner STATE OF F�IQ COUNTY OF (,� SC Q Swor to or affirmed) and subscribed before me of Physical Presence or Online Notarization this§LAay of Pr UQU&b , 202L by 10 Name of person making statement. Personally Known OR Type of"dentificat on Proda% nature of Yotary Public- State of Florida ) Commission No. I (Seal) REVIEWS RECEIVED DATE COMPLETED FRONT ZONING COUNTER REVIEW SdVW StMMUse Notary Public State of Florida Comm HM082341 SUPERVISREVIEWOR I REV EW VREVI WON I SEATURTREV EWLE I MREV EWVE