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HomeMy WebLinkAboutPRODUCT APPROVALrlorida Building Code Online \WRIJ{n:HRA" w acrsmm tu9N I User Reovauon ' Mt Top - eW,nrS ,pe hops://www.flondabuilding.orgtpr/pr app_dti.aspx'!param=w(jEVX... '-r 3ffiaF" nlYa _f1 r�Dl;�a /11;-il9 'ii'� Product MProval Pn, r _ Vd MPmI>NOdHnlFodlydlbn $eBR11>•. "---t-n'R>A{podm atM FL S F1389-119 Application Type Revision Cade Version 017 Application Status .owed Comments SCANNED BY ArthNetl ST LUCIE COUNTY `� II P fHeStan 1iC65Ya Map - Db a0Yn1 IQ03—�-�q ST. LUCTME COU\72 FUILn . nIV;SION REVIEWED FOR COMP CE REVIEWED B DATE PLANS AND PERMIT MIT BE KEPT ON JOB OR NO WSPECnm BE 11U�iDE. SCANNED BY ST LUCIE COUNTY Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 426E WeWroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature 5111 Feeley Iroddguez@eastemrPgME rW` AW e"• i0rnf/VFl EDYXIRK 'tME CN10A ff& Technical Representative Address/Phone/Email RMUIREDBYFl ISIP&M NIMT Quality Assurance Representative MAYBENCESM01010 I Address/Phone/Email COM WMALLCMM=�13r Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a licensed Florida Professional Engineer Evaluation Report - Hardmpy Received Florida Engineer or Architect Name who developed the Evaluation Walter A.. Tiilit, Jr. P.E. Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Jahn Henry Kampmamr Jr. Validation Checklist - Hardl Received Certificate of Independence FL}8p1;9_COI_AMFRiC,4N_.St�itEfE_K�Sy MABSOf... u.14_QRA'Ld(tf 17_Sg7-EgRTjE- TE OF DIDEiilEiJDENOE:fl73F AMERICAN SHLrrTER SYSTEMS ASSOC., INC. DRAWN 17-106 CERTIFICATION OF INDEPENDENCE (1).PDF 9 R9 COT AMERICAN DRAW? IZ-19)8 ERTIFICATE OF INDEPENDENCE PDF Referenced Standard and Year (of Standard) Standard ASIM E-1886 TAB 201, 202, 203 Year zoos 200S- 2002 1994 Equre of Product Standards By - CONCRALED FASTENERS OR ATTACHMENTS Certified ARE THE RESPONSIBILITY OF THE Sections from the Code CONTRACTOR OF RECORD Product Approval McNotl Method 1 Option D FILE COPY I oft 114/2018, 5:19 PM Gonda 13ullamg code Vnnne Https:nWWW.IIUIIU000uuwg.ULWVIIFI_aPY_uU.aDp> 41J r IL ..., T—... �A Date Submitted Date Validated Date Pending FOC Approval Date Approved FL O 389.1 09/18/2017 10/18/2017 10/19/2017 12/12/2017 No,li Numbs or Name Description Bertha HV Accordion Shutter - Blade 3 - (Non- ' Extruded alunfnum brledoddrlg t8adg retaned by brads (top and bottom) for HVHZ) - Drwg 17-108 i storm Protection Limits of Use i InstaltaDon Ir11DVLVon1s Approved for use in HVHZ No I am R4 IT AMERICAN SHUTTER SYSTEMS URAW➢tlG 17-I0B BERTHA HV Approved for use outside HVHZ-• Yes I ACCORDION SHUTTER SYSTEM PDF Impact Resistant Yes j Verified By: American Test lab of South Florida IaQ Design Pressure: N/A 1 Created by Independent Third Party: Yes Other: Large Missile Level'D-.Max span is 12'-3-for 40 psf positive ASO bad I Evaluation Reports and 13'-0' for 35 psf negative ASD load the HV3 blade w/o window blade'Y-2' FL389 R9 AE AMERICAN SHLrTTER SYSTEMS DRAWING 17-108 PRODUCE for 110 psf ASO load for HV3 blade w/o window blade and 8'-11' for 621 EVALUATION REPORT.PDF I 9'-11- for 55 psf HV3 blade w/window blade working in unlson.Max.span for HV3 Created by Independent Third Party: Yes blade w/o window blade for Installations into Metal Stud walls is 79' for max. ' ASD pressure rating of +72, 72 and 84' for +64, 64 psf. See sheet 5 for other spans and ASD pressures. 9T;ftof n S� duti,r381 e-I E>muded aluminum Interloctxng blades retained by bads (top and bottom) for47sistorm pmtertionse — — —_ I Uvstallation Instructions Approved for rise In HVHZ.• No I 89 R9 R AMERICAN SWITTER SYSTEM ASSOC INC DRAWING 17-107 Approved for use outside HVHZ.• Yes BERTHA HV ACCORDION SHUTTER SYSTEM PDF I Impact Reshatanb Yes Verified By: American Test lab of South Florida Im Design Pressure: N/A Created by Independent Third Party: Yes Other: Large missile level'D' Max. Span is 16'-0' for 30 psf negative ASO j Evaluation Reports load depending on centemrates and locking rod mnfigufation for the HV1 blade, Fl 389 R9 AE AMERICAN 51JUTTER SYSTEM ASSOC INC DRAWING 17-107 8'-0' for +64, -72 p.s.f. A.S.D. load for My blade for Keystone mountings 7'-0' I PRODUCT OF EVALUATION REPORT.PDF p.s.f. for metals stud mountings and 8'-0' for 110 p.s.f. for HV1A working in Created by IndependentThird Party: Yes unison. See sheets 7, 11 and 20 respectively of installation drawings for other I spans and Pressures. j _ J 389.3 Bertha HV Accordion ShuUer-COMBO- (Non- Exb d aluminum intedoddng blades retained by trade: (top and botom) for ! HVHZ)- Drw9 17-106 storm pmteT>ian _ J Limits of Use -- Insinuation Instructions Approved for use in HVHZ.• No Fl789 R9 IT AMERICAN SWLTER SYSTEMS A550C INC. DRAWING 17-SO6 i Approved for use outside HVHZ: Yes BEMA HV ACCORDION SHUTTER SYSTPDF Impact Resistant: Yes Verified By: American Test Lab of South Florida lmr j Design Pressure: N/A Created by Indepedent Third Party: Yes Other: large missile. Max. 16'-0'span at 30 p.s.f ASO load for Blade 1 and I Evaluation Reports 18'-0' for Blade 2. See schedules on sheet 12, 25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-106 PRODUCE EVALUATION REPORTPDF Created by Independent Third Party: Yes ® Q f8rtartl6t:: >sor mracn. a�ae��=- n 3;ass croRes0<e>aez� tale Stye of fbAta kanaVDe e�Pbwr. [nwndx>oc>->c13 sraeor Bvuv::l:: :: amm:w ryau aeamem Toy �, L..l, , 2 of 2 1/4/2018, 5:19 PN