The URL can be used to link to this page

Home My WebLink AboutProduct Approval (5)6/7/2019 Florida Building Code Online r BCIS Home ) Log In User Registration Hot Topic Submit Surcharge Stats a Pacts Publicatipns Contact Us BCIS Site Map links ! Search Product Approval USER: Public User PrptlUQ Approval Menu > Product or Application Search > 9PPlication Llsl > APPliutioo Detail a. FL # FL5889-R4 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Shwinco Architectural Products, LLC 1711et Services Way Dothan, AL 36303 (334) 556-1000 engineering@shwinco.com Keith Schneider engineering@shwinco.com Craig Shipp 400 Aberdeen Loop Lynn Haven, FL 32444 (850) 271-8900 shwinco@knology.net Craig Shipp 400 Aberdeen Loop Panama City, FL 32405 (850)271-8900 shwinco@knology.net Windows Mullions Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer .: Evaluation Report - Hardcopy Received Gene Kearley PE-52484 National Accreditation and Management Institute 12/31/2019 Locke Bowden P.E. Validation Checklist - Hardcopy Received FL5889 R4 COI Enaineering__Rgnnrt 2015-OOD4.pdf Referenced Standard and Year (of Standard) Standard TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Year 1994 1994 1994 https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquh2fUh7Qf10gtgwk5v4ACAgNbiFmgYg2JBG%3d 112 617/2019 Florida Building Code Online Sections from the Code I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity <.. yes No N/A FL5889 R4 CDC 5889 R4 NOA 2017-0007.Ddf Product Approval Method Method 1 Option D Date Submitted 10/02/2017 Date Validated 10/02/2017 Date Pending FBC Approval Date Approved 10/OS/2017 Summary of Products FL # Model, Number or Name Description 5889.1 SERIES II MULLION ALUMINUM REINFORCED MULLION -IMPACT Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5889 R4 lI SAP.M.1001 Dwg,W I Approved for use outside HVHZ: Yes Verified By: Gene Keadey FLORIDA PE 52484 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports other: REFER TO SAP.M.1001 FOR Specific Design Pressure i FL5889 R4 AE Engineerin Uport 2015-0004 piff ' and Limits of Use. Created by Independent Third Party: Yes Esc txexr Contact Us :: 2601 Blair Stone Read Tallahassee FL 32399 phone $50-497-1824 The State of Florida is an AA/EEO employer. QMyYght 2007-2013 Shape of Florida.:: pi v Statement :: AccesslbillN 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 re9uesk, do not Bard electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.467.1395. *Pursuant to Section 455.275(1), Honda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department win an email address if they have one. The emails providedl may be used for official communication with the licensee, However email atlaresses are public record If you do not wish to supply a personal address, please provide the Department with an email address whidi can be made available to the public. To determine if you are a licensee under Chapter 455, FS., please click Lere. product Approval Accepts: 0 R 0 credit Card $'df8 https:IAw.floridabuilding.org/pr/pr_app_dtl.aspx?pamm=wGEVXQwtDqu%2fLJh7Qfi Ogtgwk5v4AQ4gNbiFmgYg2JBQ%3d 212 u { xa3,a f�gl Z o f y O M W j< t( 32 W IL i6 j WJJJ Q W C I a i o, �' �tia A8 NOIldStAS34 'ON a N y Z:c co H O N W C. C W U) I� z� P 3 ti� P 0 % U2 Gene Kearley, P.E. 319 Chapelwood Drive Dothan, AL 36305 FLA No.52484 Manufacturer: Shwinco Architectural Products, LLC 171 Jet Services Way Dothan, AL 36303 Product Line: Series II Mullion (IMPACT} Engineering Evaluation Report Report No. : 2015-0004 FL 5889 Maximum Dimensions & Design pressure: (See drawing SAP.M.1001, Sheet 1, Details 1, 2, & 3) Compliance: The above mentioned product has been evaluated under method 1(d) for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance. The product listed herein complies with requirements of the Florida Building Code including the "High Velocity Hurricane Zone" (HVHZ). Gene Kearley, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Supporting Technical Documentation: 1. Approval Document: Drawing SAP.M.1001 signed and sealed by Gene R. Kearley, P.E. (FL # 52484). Drawing SAP.M.1001 should be referenced for all specific use parameters. 2. Test Data: la C. Product Test Report #0722.01-03, Report Date:10/02/03. American Test Lab of South Florida, Inc. (FBC Organization # T5T3782) Product Test Report #NCTL-210-3587-2, Report Date: 08/24/09. National Certified Testing Laboratories, Inc. (FBC Organization # TST1589) Product Test Report #NCTL-210-3850-1, Report Date: 12/18/12. National Certified Testing Laboratories, Inc. (FBC Organization # TSTA 3. Test Standards a. TAS 201-94 b. TAS 202-94 c. TAS 203-94 Report No. : 1 of 2 4. Quality Assurance a. National Accreditation and Management Institute (FBC Organization #QUA 1789) Installation: Mullion Clip Option A. For concrete or masonry substrates where one -by (lx), non-structural, wood bucking is employed, or is directly fastened to concrete, use %" diameter Elco Ultracon (or equal) type concrete screw anchors of sufficient length to achieve a minimum embedment of 1.25" into concrete or masonry substrates. B. For two -by (2x) wood frame substrate, use #12 pan head wood screws of sufficient length to achieve minimum embedment of 1.5" into wood framing. Unclipped Mullion Option A. When installing the series 9000 for a maximum design pressure of a positive 60 and a negative 70 using unclipped mullions, all mullion fastening load is transferred to the fastening requirements of the associated window units as tested. The maximum window dimensions, associated with this unclipped mullion, are 74" in width and 74" in height. Use is limited to 74" long mullions with the maximum tributary width of 36 5/8". Fastener guidelines shall be governed by fastener requirements of the associated window unit. Limits of use: 1. This product has been evaluated and is in compliance with the Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. The product anchors shall be as listed and spaced as shown on the details. Anchor embedment into the substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with the Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from details of drawing SAP.M.1001 require further engineering analysis by a licensed engineer or registered architect. S. See drawing SAP.M.1001 for size and design pressure limitations. Gene Kearley, P.E. Florida No. 52484 Report No.; 2015-0004 2of2