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HomeMy WebLinkAboutAPPROVED PRODAPP-SHU-9550SOceanDr-1609-Solomon-MLGContracting4996. BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCiS Site Map Links Search bpr a Product ApprovalUSER: Public User Product Approval Menu > PrOducY or Appl¢a[ian Search >r202O lication Detail FL # 1850-R13 Application Type vision Code Version Application Status proved 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 Vatidated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code American,Sh4f`ter Systems i 4268 Westroads Drive West Palm Beach, FL 33407 L,LO 209-8263 bfeeley@easternmetal.com Bill Feeley Irodriguez@easternmetal.com , Inc. Shutters Accordion Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Walter A. Tillit, Jr., P.E. PE-44167 National Accreditation and Management Institute 12/31/2021 John Henry Kampmann Jr. Validation Checklist - Hardcopy Received Standard ASTM E1686 ASTM E1996 ASTM E330 TAS 201, 202, 203 YM 2012 2012 2002 1994 https://www-floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV...2f%2ftCDhpJQoelShOCDrfdGUrQENA7X1nmYs4flBG15Q%3d/3d 4/25/21, 6:48 AM Page I of 3 Product Approval Method Method 1 Option D Date Submitted 10/28/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Date Revised 02/22/2021 wmmary or rrooucas FL # Model, Description Number or Name 1850.1 Bertha HV Extruded aluminum bl ed together thru knuckles and reta tracks to provide hurricane Accordion - protection. Blade 3 (HVHZ) Drawing# 17-103 Limits of Us Installation Instructions Approved r use FL1850 R13 II H.V. ACCORDION SHUTTER SYSTEM_BLADE�INSTALLATION INSTRUCTIONS HVHZ.odf in HVHZ: es Verified By: American Test Lab of South Florida, Inc. Approv for use Created by Independent Third Party: Yes outside VHZ: Yes Evaluation Reports Impact FL1850 ACCORDION ACCORDION SHUTTER SYSTEM MADE_3—FVALUATION REPORT.odf Resistan Yes Created by Independent Third Party: Yes Design Pressure: N Other: Large Ile Level "D". Max spa is 12'-7" for 35 psf positive ASO load and 13'-0" for 35 psf negative ASD load for one specific condition shown In span tables. See additional loads and spans on engineered drawings. 1850.2 Bertha HV Extruded aluminum interlocking blades retained by tracks (top and bottom) for storm protection Accordion Shutter (Combo) - HVHZ - Drawing#17- 102 Limits of Use Installation Instructions Approved for use FL1850 R13—U—ba_ACCORDION_SHUTTER SYSTEM g1 ADF 1_2 INSTALLATION INSTRUCTIONS HVHZ odf in HVHZ: Yes Verified By: American Test Lab of South Florida, Inc. Approved for use Created by Independent Third Party: Yes outside HVHZ: Yes Evaluation Reports Impact FL1850 gU—AZ—d,Y, ACCORDION SHUTTER SYSTEM BLADE1 2 EVALUATION REPORT.Odf Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: Large Missile 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 https://www.floridabuilding.orglpr/pr_app dtl.aspx?param=wGEV._2f"/e2ftCOhpJQoeiShOCDrfdGUrQENA7X1 nmYs4flBGISQ%3d%3d 4/25/21, 6:48 AM Page 2 of 3 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 Extruded aluminum Interlocking blades retained by tracks (top and bottom) for storm protection Accordion Shutter - 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 ASO negative load depending on centermates and locking rod configuration for the HVI blade, fi for +64, -72 psf load for HV blade for Keystone mountings 7'-0" for +75, -75 psf for metals stud mountings and 8'-0" for 110 psf. for HVI and HV1A working In unison. See sheets 7, 11, 20 and 19 respectively of installation drawings for other spans and Installation Instructions F 1850 R13 ,L_H.V. ACCORDION $1UTTESySTEV_Ri An.E_1 INSTALLATION 1NSTRUCTIONS_HVHZ.odf Verified By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports FL1850 131 AE b V ACCORDION SHUTTER SYSTEM BLADE_ 2_EVALUATION_REP,QR_T.ptlf Created by Independent Third Party: Yes Beck nett The State of Florida is an AA/EE0 employer. roo r apt 2007-2013 State of Florida. :! Privacy Statement :: Aloassiality Statement :: R ff m Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by passional mall. If you have any questions, please contact 0 0 407 1395. 'pursuant to Settion 455.275(1), Florida Statutes, effective 0dober 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The smalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click bare - product Approval Accepts: CE a] FS-41 <n1 ■ Credit Card Sate https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV...2f%2ftCOhpJQoelShOCDrfd GUrQENA7XlnmYs4flBGi5Q%3d%3d 4/25/21, 6:48 AM Page 3 of 3 un a �o .5 3Q z3: d a= CrA cc w Jb$Yio }.Ji'3 a o2 O z2 U t co $ �Ja��h5aao� �s� 6:;30 8z Z p gR�j yS�rr as 5 i � _ ■ E o v K o0 s � � ■ N �p v ai sill e-v Ld � � y efl3E n = o off= $ g €3 zv 15 I p'ag Is Rd �i� gniu��mna� g�$o a Q`a �" � g�a 3 Qge.Ln J ; 2 a ? 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