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HomeMy WebLinkAboutProduct Approval8/15/2018 Florida Building Code Online SCIS Home ! Log In User Registration Hot Topics Submit Surcharge Stats & Facts bFicrida Product Approval P r c 1,41, USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail 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 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) Revision 2017 Approved Publications Contact Us E American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Bill Feeley lrodriguez@easternmetal.com Shutters Accordion Evaluation Report from a Florida Registered Archil Professional Engineer Evaluation Report - Hardcopy Received Waiter A. Tillit, Jr., P.E. PE -44167 National Accreditation and Management Institute 12/31/2018 John Henry Kampmann Jr. Validation Checklist - Hardcopy Received FL1850 R11 COI AMERICAN SHUTTER SYSTEMS CERTIFICATE OF IND P ND N E PDF Standard ASTM E1886 ASTM E1996 ASTM E330 https:/Ifloridabuilding.orgiprlpr_app_dtl.aspx?param=wGEVXQwtDgs9%2f°/2ftCOhpJQoeIShOCDrfdDsZb2inLQgznMcxp%2b7HAWw%3d%3d 113 8/15/2018 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online TAS 201, 202, 203 Method 1 Option D 10/03/2017 10/13/2017 10/17/2017 12/12/2017 FL # Model, Number or Name I Description 1850.1 Bertha HV Accordion -Blade 3 (HVHZ) Drawing# 17-103 !retained Extruded aluminum blades folded toge by tracks to provide hurricane Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1850 RIJ II AMERICAN SHUTTER DRAWING 17-103 BERTHA HV ACCO) Approved for use outside HVHZ: Yes Verified By: American Test Lab of Sou Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "D". Max span is 12'-7" for 35 psf Created by Independent Third Party: Evaluation Reports positive ASD load and 13'-0" for 35 psf negative ASD load for one specific condition shown in span tables. See additional loads and FLIS50_R11 AE AMERICAN SHUTTEI DRAWING 17-103 PRODUCT EVALUA Created by Independent Third Party: spans on engineered drawings. 1850.2 Bertha HV Accordion Shutter (Combo) j Extruded aluminum interlocking blade: jHVHZ -Drawing#17-102 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes FL185O R11 II AMERICAN SHUTTER 117-102 BERTHA HV ACCORDION SHU i Verified By: American Test Lab of Sou Design Pressure: N/A Created by Independent Third Party: Other: Large Missile Level "D". Max, span is 13'-2" for 30 psf Evaluation Reports positive ASD load w/o window blade, 16-0" for 30 psf negative FL1850 R11 AE AMERICAN SHUTTEI DRAWING 17-102 PRODUCT EVALUA' ASD load for HVl blade w/o window blade for conditions indicated Created by Independent Third Party: on schedule #1, sheet 12. And 12'-3" for 30 psf positive ASD load w/o window blade and 15'-S 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. 1850.3 Bertha HV Accordion Shutter - Blade 11 Extruded aluminum interlocking blade, !Only (HVHZ) - Drwg# 17-122 and bottom) for storm protection Limits of Use j Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL1850 R11 II AMERICAN SHUTTER DRAWING 17-122 BERTHA HV ACCOI Verified By: American Test Lab of Sou Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Other: Large missile level "D". Max. span is 16'-0" and 14'-9" for Evaluation Reports 30 psf ASD negative load depending on centermates and locking I FL1850 Rll AE AMERICAN SHUTTEF DRAWING 17-122 PRODUCT EVALUA irod configuration for the HV1 blade, T-0" for +64, -72 psf load for HV blade for Keystone mountings 7'-0" for +75, -75 psf for metals Created by Independent Third Party: '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 Ldrawings for other spans and pressures. https:flfloridabuilding.org/pripr_app_dtl.aspx?pamm=wGEVXQwtDgsg°/2f/o2ftCOhpJQoeiShOCDrfdDsZb2inLQgznMcxp%2b7HAWw%3d%3d 2/3 8115/2018 Florida Building Code Online The State of Florida is an AA/EEO employer. S;Qpytght 2007-2013 State of Florida :: Privacy Statement :: Accessibility�S Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a pub electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please cor Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the I if they have one. The emails provided may be used for official communication with the licensee. However email addresses are to supply a personal address, please provide the Department with an email address which can be made available to the PL licensee under Chapter 455, F.S., please click ham. Product Approval Accepts: MuW-HM Credit Card Safe https:/lftoddabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQoelShOCDrfdDsZb2inLQgznMcxp%2b7HAWw%3d%3d 3/3 aF Tam 7 L� ,� `3 ° m am 3 3^ �y o -_ _ _Ns ' ^a o foo o, b'�a2 q9 toyo o 6v z Rio m5 "zjoa m 30 _a o m°o ^ ,,. Fy „v c�a ®L,r a� - yjc 6z F ?m R m o o^ Sa z ^F m ?QA my Pm D°y n� E o o AQ. 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