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HomeMy WebLinkAboutPRODUCT APPROVAL SHUTTERS ACCORDIONJ/aILUL I Florida Building Code Online Business. Professional Regulation BCIS Home 1 log In User Registration 1 Hot Topics Submit Surcharge Stats & Facts Publications 1 Contact Usk B !I Product Approval �w r USER: Public User Product ARaMULHaau > E'.roduct or ApWjAtam3aaLqj > APpggAUuLLlg > A lication Detail "�; � �u�, FL # FL1850-R13 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Ame it can Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 (bfeeley@easternmetal.com Authorized Signature Bill Feeley f Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category CAccordion Subcategory Compliance Method Evaluation Report from a Florida Registered Architect Professional Engineer Evaluation Report - Hardcopy Received 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 Referenced Standard and Year (of Standard) Walter A. Tillit, Jr., P.E. PE-44167 National Accreditation and Management Institute 12/31/2021 John Henry Kampmann Jr. ig Validation Checklist - Hardcopy Received Standard ASTM E1886 ASTM E1996 ASTM E330 TAS 201, 202, 203 Equivalence of Product Standards https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwlDgs9%2f%2ftCOhpJQoeIShOCDrfdGUrQENA7X1nmYs4flBG15Q%3d%3d 1/4 JI V1LUG 1 Florida Building Code Online Level "D". Max. span is 13'-2" for 30 psf positive ASD load w/o window blade, 16'-0" for 30 psf negative ASD load for HV1 blade w/o window blade for conditions indicated on schedule #1, sheet 12. And 12'-3" for 30 psf positive ASD load w/o window blade and 15'-5 for 30 psf negative ASD load for HV2 blade w/o window blade. See sheets number 12, 25, 28 and 28A of installation drawings for other spans and pressures. HV crdlon ?r,,tha utter - Blade 1 Only (HVHZ) - Drwg# 17- 122 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile level "D". Max. span is 16'-0" and 14'-9" for 30 psf ASD negative load depending on centermates and locking rod configuration for the HV1 blade, 8'-0" for +64, -72 psf load for HV blade for Keystone mountings T-0" for +75, -75 psf for metals stud mountings and 8'-0" for 110 psf. for HV1 and HV1A working in unison. See sheets 7, 11, 20 and 19 respectively of installation drawings for other spans and pressures. Extruded aluminum interlocking blades retained by tracks (top and bottom) for storm pr Installation Instructions ELL8Q_Ft AC DION SEUTT-�ST�+Z� 1 IN T�A INSTr Verified By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports I—E]CAL.UATIUR Created by Independent Third Party: Yes Bark hlexl https:llfloridabuilding,org/pr/pr_app_dtl.aspx?param=WGEVXQwtDgs9%2f%2ftCOhpJQoeiShOCDrfdGUrQENA7XI nmYs4flBG15Q%3d%3d 3/4 J/9/2U21 Florida Building Code Online Contact plc ;; !Ikaassee FL_2aa The State of Florlda Is an AA/EEO employer. C.4Ry11ght 2007.241j, to 3Yf Flor]¢ ;; pslvacy—Statement ;: Access[bay Under Florida law, emall addresses are public records. If you do not want your a -mall address released In response to a public-rec electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact E Section 455.275(1), Florlda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Depart If they have one. The emaiis provided may be used for off lclaI communication with the licensee. However email addresses are publi to supply a personal address, please provide the Department with an email address which can be made avallable to the public. l licensee under Chapter 455, F,S., please click here . 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