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Product Approval Prem>Product or appitcation Search>APpttcat(on tkst>Appfiption Oaten
FL FL16984-R2 .
_. Application Type Revision
Code Version 2017
Application Status Approved
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Comments
Archived
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i Product Manufacturer National Approved Shutter Association LLC
Address/Phone/Email 8717 NW 117 Street
Suite 1
Miami Garden,FL 33018
(786)621-6706
palaucks@gmaii.com
Authorized Signature 3avad Ahmad
alfamoq@afceng.com
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Technical Representative Cliff Yates
Address/Phone/Email 8717 NW 117 St
Ste 1
Miami Gardens,FL 33018
(239)22S-9041
cyatas@jupiter-indusWes.corn
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! Quality Assurance Representative
Address/Phone/Email
Category Shutters
Subcategory Accordion
Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed 3avad Ahmad
the Evaluation Report
Florida Ucense PE-70592
Quality Assurance-Entity National Accreditation and Management Institute
. Quality Assurance Contract Expiration Date 12/31/2018
Validated By 3esus Gonzalez,P.E.
! ' Validation Checklist-Hardcopy Received
Certificate of Independence FL16984 R2 COI SS-Reaency_Aluminum Accordion Shutter-CI 2017_pdf
i Referenced Standard and Year(of Standard) standard Xsm
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
httpsMondabuilding.org/pr/pr appdtl.aspx?param--wGEVXQwtDgvBWYu9Tr2Nm7QWE10j14o.iwyXa9FMMHgFgUQVL7wa/o3d%3d 112
AL-FAROOQ CORPORATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
PRODUCT APPROVAL EVALUATION
RULE CHAPTER#61 G20-3•METHOD 1 OPTION D
FL 16984
Date:12/13/2017
Detailed Product Description:
Manufacturer.NATIONAL APPROVED SHUTTER ASSOCIATION
Manufacturer Address:8717 NW 117 STREET.SUITE#1,HIALEAH GARDENS,FLORIDA 33018
Model Name:'REGENCY'ALUMINUM ACCORDION SHUTTER
Maximum Span:150"
Maximum Load:+200 PSI.-200 PSF(Large Missile Impact)
installation Drawings#W14-02
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This product complies with the High Velocity Hurricane Zone(HVHZ)testing requirements.
The above maximum parameters do not occur simultaneously.
See installation drawings for combination of span vs loads.
Comparative analysis used X Yes _No
Mandatory Tests(Tested in accordance with TAS-201,202,203)
:r TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test
A7
1.
DATE REPORT# 5ealed`by
ASTM E330&TAS Uniform Static Fenestration 02/27/2009 FrL 5874 Carlos Rionda,P.E.
202 Air Press. Testing Laboratory
FBC 1626.2 Large Missile Fenestration 02/27/2009 FrL 5874 Carlos Rionda,P.E.
(TAS 201&203) impact& Testing laboratory
Cyclic
Under the limitations of the attached installation drawings,to the best of my knowledge and ability,the
above product conforms to the requirements of the 2017 Florida Building Code.
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Evaluation Report Engineer:
.............
No 70592 la
V
% STATS OF
Javad Ahmad PE#70592 ��'�ssip1VA4��;;�� Sealed:l?J14l2017
AI-Farooq Corporation EB#3538
9360 Sunset Drive STE 220 Miami,FL 33173 T:305.264.8100 F:305.262.6978 www.afceng.com alfarooa�afcengcom
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3130/2018 Florida Building Cade Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 12/14/2017
Date Validated 12/17/2017
Date Pending FBC Approval 12/19/2017
Date Approved 02/13/2018
Summary of Products
FL# Model,Number or Name Description
16984.1 Regency Aluminum Accordion Large missile impact resistant aluminum accordion shutter.
iShutter
Limits of Use Installation Instructions
Approved for use In HVHZ:Yes FL16984 R2 II SS-Regent r Aluminum Accordion Shutter-
Approved for use outside HVHZ.•Yes 2017 DWG_W14-02.Ddf
Impact Resistant:Yes Verified By:3avad Ahmad PE 70592
Design Pressure:+200%200 Created by Independent Third Party:Yes
Other:See drawing 14-02 for span vs load combinations and Evaluation Reports
Installation details. FL16984 R2 AE SS-Recency Aluminum Accordian Shutter-
EAE 2017.odf
Created by Independent Third Party:Yes
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IContad Us::2601111!&Stone Road.Tallahassee Fl.32399 Phone:8%487-1824
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The State of Florida is an AA/130 employer State of Florida.::PrIvaLy Statement= ::Reftind
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
mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850A87.1395."Pursuant to Section
i 455.275(1),Florida Statute,effective October 1,2012,licence licensed under Chapter 455,FS.must provide the Department with an email address if they have
one.The emalts provided may be used for official communication with the licensee.However email addresses are publIc record.if you do not wish to supply a persona
address,please provide the Department with an email address which can be made available to the public 7b deterndne if you are a licensee under Chapter 455,FS.,
please dick Jam.
Product Approval Accepts:
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DEFLECTION CURVE AT 100 PSF SLAT PERFORMANCE CHART �V
v ACCORDION SHUTTER EZ•8622864 Pon=LOID
DEFLECTION CURVE FOR P08ITIVE LOADS ONLY trAwa a c�RQll
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MINIMUM SEPARATION FROM CLASS m {{yy SNI
SEPARATION NFOD.DUE TO WIND LOAD SEPARATION REM ON TO m
SHUTTER SPAN:H IN. LARGE MISSILE DIPACTDMIGN LAW Pd PSF FOR SLAT
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122-OEPILCIIINIAT PO MD.� IW3'YIN.SEPARATION ROOD.•KM+1'• IN. rFOR WBOLLAT m UPTO W OF GRADE USE YA101AR1 OFAOT LOADREQUIR000 SHOWN AMIE DISTNURRINS MOVEaw OF OWE IGNORE LARGE VtIl mm.ND FWAT Or oh ml OWL Dt mm w meow m Rm/OIOIL
USE SPM!DU1ECM CHART TO CALCULATE SEPARATLON FROM CU100 m
LARGE MISSILE IMPACT RESISTANT PRODUCT FOR RamuAT10Ns IN HIGH vElocm HMOME ZONES, 60 70 e0 90 100 110 120 130 140 ISO
COMPLY WITH TAS 202, 201 AND 203 OF FSC. GLASS SEPARATION NOT REQUIRED FOR INSTALLATIONS OUTSIDE SLAT SPAN - INCHES
HIGH VELOCITY HURRICANE ZONE MEA
LIQ SLAT PERFORMANCE CHART TO VERIFY SLAT CAPACITY �
.GENRItALJN07 FOR THE REQUIRED OEM LOAD FOR THE PARTICULAR LOCATION.
1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 09
REQUIREMENTS OF THE 2014(0TH WMON)/2017(STH EDMON)FLORIDA DESIGN LOADS SHALL BE CALCULATED AS PER REOUIREMENfS
BUILDING 000E INCLUDING HON VELMN HURRICANE ZONE 0". OF ASCE 7-10.
E. DESIGN CREIEAIA FOR ALUMINUM, MINIMUM MECHANICAL PETOPERIIES
AND SAFETY FCONSTRUCMA�IANUAAV A M ORµpANCE WITH THE UMINUAI
3. ALUMINUM AU.M ALL EXTRUSIONS SHALL BE ALLOY AS SHOWN
4, MATERIALS INCLUDING BUT NOT UMRIa TO 8TFF1h1ET1�SCREITS TWAT
COME INTO CONTACT WITH OTHER DISSIMILAR MA SHALL MELT THE PROQUOMARK]
RDOUIRE►IENIS OF THE 2014/2017 FLAWQA BLDG.CODE a ADOPTED STANOARDS FL #18984 i c
0. ANCHORS SHALL BE CORROSION RESISTANT,SPAM AS SHOWN ON DETAILS A LABEL.SNML BE THE ON LOCRLNG ENT. OF UNIT
AND RISTALLED PER MANUF•S INSTRUCRONS.SPECM EMBEDMENT TO CASE ABOY6 WRH TEE FOLLOWING 6TA1FiLENT.
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, A-DamILAtIO O LIS,SLPROM= UETOR tON stREWtO WPUKR a Aro J�µ F ,A • :.
NATIONAL APPROVEb SHUiIER ASSOCIATION IIMGMAIIDN oR TMG IRHIOucT LLI�tD ON Troe MtOouar LVALWTSON
6. ALL BOLTS SHALL BE STAINLESS ALUMINUM ALLAY 2024-T4 PRMED Nt/*M OM Mn QMTE FROM THt CONOMONS OLTMFD �:••• ••••,,,,.
OR 7076-Ts, OR PLATED STEEL WINO NUTS TO BE OF ZINC ALLOY• 8717 NW. 117 STREET SURE�1 ON Ire DocuYLTR. `
HIALEAH GARDENS, FL 33018 To
a-Me PRDDNDT COMMON OMMUn WU K CONItUD MAUD IF
7. DMON WERIA FOR SLATS;tO DEFLECRON S THE LESSER OF V30 OR 2'. ALUM IN Mn Myra Na 70FSt7G
& TELLS PRODUCT APPROVAL IS OENTRIC AND DOES NOT PROVIDE INFORMATION C-SIR SPWRD PllOheq SLIAIL LSE PRIPARTD DV A FLONDA REOMM
FOR A SITE SPECIFIC PROJECT,1.4.LIFE SAFETY OF THIS PRODUCE,ADEQUACYogE[01 OR ARCNI(p W"WSL DECONC TSR:ERWw or ac m LEON
s -
OF STRUCTURE HIS RECOVING TPRODUCT AND SEALING AROUND OPENING FOR - FOR THE FPO=mo WHO Wal Ot RLSrONSINB►OR LR PROPER
WATER INFLTRANION RESISTANCE ETC. uu or THC M.G.Dom 'm Or ROCORD.ACTINO AS A OVA:QMD �: drOWirp no.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO ME ANALYZED SEPARARI Y, DOW 10 VE rsa DPWSRUtRlSYR TD TRS®RAISES in M
AND TO BE REVIEWED BY MMANG OFFICIAL. SrEeme aRAWraO Ea REM. ••''••!loFno►,..•' .� 14-02
9 A LOAD DUMDON NCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF 0-DM P.LD.SWIM.LER THC DATE AND OMOWL SGL AND tmNAM OF •••
MCNOtNI RRO WOOD oESY. FOR INSTALLATION WAILS SEE SHEETS 3 THRU 0. SHE PRaFs om BRWE]I OF MORO TIUT P91[PMEO R. L Sheet of
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