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FL# FI.16984-112
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer National Approved Shutter Association LLC
Address/Phone/Email 8717 NW 117 Street
Suite 1
Miami Garden,FL 33018
(786)621-6706
paloucks@gmall.com
Authorized Signature Javad Ahmad
alfarooq@afceng.com
Technical Representative Cliff Yates
Address/Phone/Email 8717 NW 117 St
Ste 1
Miami Gardens,FL 33018
(239)225-9041
cyates@jupiter-industries.com
Quality Assurance Representative
Address/Phone/Email
Category Shutters
Subcategory Accordion
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Javad Ahmad
the Evaluation Report
Florida License •PE-70592
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Jesus Gonzalez,P.E.
s Validation Checklist-Hardcopy Received
Certificate of Independence FL16984 R2 COI SS-Regency Aluminum Accordion Shutter-CI 2017.pdf
Referenced Standard and Year(of Standard) Wandard Xur
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified 8y Wd EZ:16 .
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3/30/2018 Florida Building Code 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 02/1312618
Summary of Products
FL# .^ Model,Number or Name Description„
16984.1 Regency Aluminum Accordion` `` ` "tare missile impact"resistant aluminum accordion shutter.
Shutter
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes ' ' •FL16984 R2 II'SS-Rdae c Aluniinu^m'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 spamvs load combinations and, Evaluation Reports
Installation details. F Gi h4 112 AE S$-Regency Aluminum AcCdrdian Shutter-
PAE 2017.ndf
Created by Independent Third Party:Yes
3ac8 ;�i�Xt
contact Us::2601 Blair Stone Road Tallahassee EL 32399 Phone:859=9-7-1824
d
;' The State of Florida Is an AAJEEO•employer.convriaht 2007-2013 Std of Randa.::Privacy Statement::Ac ibiliiy Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released 16 response to a'pubfie-records request,do not send electronic
mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under chapter 455,F.S.must provide the Department with an email address If they have
one.the emaits provided may be used for official communication with the ficensee.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.To determine if you are a licensee under Chapter 455,F.S.,
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AL-FAROOQ CORPORATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
PRODUCT APPROVAL EVALUATION
RULE CHAPTER#61G20-3-METHOD I 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:'REGENCYAWMINUM ACCORDION SHUTTER
Maximum Span:150"
Maximum Load:+200 PSF,-200 PSF(Large Missile Impact)
Installation Drawings#W14-02
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 I Yes —No
Mandatory Tests(Tested In accordance with TAS-201,202,203)
TEST r DESCRIPTIONS - T2 ' e
-" FMT
m
L47TfiDtATIdW "TJESWTMEPWRT%
V : ' -
ON
AT
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 02t27/2009 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.
Evaluation Report Engineer: .........
A F,%,
....41,11,
No 70592),j'-. Z
;T�ft'(' OF
Javad Ahmad PE#70592 N Sealed:1211412017
Al-Farooq Corporation EB#3538
9360 Sunset Drive STE 220 1 Miami,FL 33173 T:305.264.8100 F:305.262.6978 1 www.afceng.com I alfarooq@afceng.com
DEFLECTION CURVE AT 106 PSF SLAT PERFORMANCE CHART ro�V
ACCORDION SHUTTER EE•8622884 " Fount, tow
OEFLECTI:DN CURVE FOR POSITIVE LOADS ONLY bT Fs.FEEL
0` aPAR41 OR R•FOR POS.MMD
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60 70 80 90 10@ 11@ 126--130 140 150 H
SLAT SPAN - INCHES Ul c T
MINIMUM SEPARATION FROM GLASS to
SEPARATION
La
SHUl R£QS N TO Wald LOAD
SHUTTER SPAN.H W, S LMOE MISSILE��
DES"LARD•Pd. PSF FOR SLAT SEPARATION
FACTOR-K.Pd/100. W, SPANS UPIO to w
READING FROM SPAN D.CURVE.O !k fie' 2-1/8' 10 �
DEFLECTION.AT Pd.WO.•• W. 120' 3'
MW.SEPARATION REGO..K•D+1'. W. 150' 3-1 4 W S
REOU ROA�FNTS�NBSHCNN06.30i OF ORADE USE MA70MUM OF WIND LOAD OR IMPACT LOAD
FOR tN9TN LAnONS ABOVE 30'OF GRADE IGNORE LAROE MGSttE IMPACT REQLRREMENI, 2
NDTG ND FART OF SUM MI.aE LINGER�'A90YE fitwC TD YDNE LARGE LILS~aLE IMVACI ldlOwaMDIr. 19 IK 1 pp s
USE SPAN DEFLECTION CHART TO CALCULATE SEPARATION FROM GLASS "
LARGE MISSILE IMPACT RESISTANT PRODUCT FOR,INSTALLA110NS IN HIGH VELOCITY HURRICANE ZONES. 60 70 BB SIH 100 110' 120 130 140 15Q1
COMPLY WITH TAS 202, 201 AND 203 OF FM GLASS SEPARATION NOT REQUIRED FOR VISTALLATLON,S OUTSIDE SLAT SPAN - INCHES
HIGH VELOCITY HURRICANE ZONE AREA.
GENERAL NOTES USE SLAT PERFORMANCE CHART TO VERIFY SLIT CAPACITY
"
1, THIS PRODUCT HAS 8E£H DESIGNED AND TESTED TO COMPLY WITH THE FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION.
REQUIREMENTS OF THE 2014(STH EDITION)/2017(STH EDITION)FLORIDA DESIGN LOADS SHALL BE CALCULATW AS PER REQUIREMENTS
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HINZ). OF ASCE 7-•10. 12
S DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES,
AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE ALUMINUM
CONSTRUCTION MANUAL"LATEST EDITION.
3. ALUMINUM ALLOYS:ALL EXTRUSIONS SHALL BE AHOY AS SHOWN
4, MATER ULtS INCLUDING BUT NOT LIMITED TO STE MEfAI•SCREWS,THATCOME INTO CONTACT c-.-
EET THE
REQUIREMENTS OF THE 014/201 DISSIMILAR
BLDG,CODE&ADOSMALL MPIFD STANDARDS, PRODUCT MASKINa
M ANCHORS SMALL BE CORROSION RESISTANT,SPACED AS SHOWN ON DETAILS A LABEL SHALL BE AFM ON LOCMNO MEMBER OF UNIT FL #16$84 0:�m
AND INSTALLED PER MANUF'S INSIRUCTLONB.SPECIFIED EMBEDMENT TO 96SE ABOVE LOCK WITH THE FOLLOWING STATEMENT. 1 L I
MATM14L SMALL BE BEYOND WALL DRESSING OR STUCCO. NAT{ONAI APPRGYEb SHUiTFR ASSOCIATION A-CONTRACTOR TO 0E RMPONSIDLE FOR THE SELECTION,PURCHASE AND 1 AA 6. ALL BOLTS SMALL BE STAINLESS STEEL ALUMINUM ALLOY 2024-T4 INSTAUXION OF TNS PRODUCE SAM ON rMS PRODUCT EVA"TION ♦� .,�� ri
8717 N.W. 117 STREET SUITE 1 PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDOMS DEEMED `♦ r� Y {
OR 7075-T8, OR PLATED STEEL. WING NUTS TO BE OF ZINC ALLOY. HIAL.EAH GARDENS, FL 33018 ON THIS DOCUMENT. �♦♦ �'u•..•..•,•'., rY }4q
7. DESIGN!CRIfM FOR SLATS MAX DEFLECTION S THE LESSER OF LJ30 OR Y. 6-MIS PRODUCT EV UMION OCCUMDR WILL BE CONSIDERED INVALID IF
ALTERED 0E ANY MEARS. N0.70582 ••
IL THIS PROTECT SPECIFIC
R E�PoL AND DOTS NOT PROVIDE INFORMAT UA C-sRE spEOInD PRO EGTS SHALL eE PREPARED LIE A FW£ODA lIEGSS _YS e
FORA SITE SPECIFIC PROJECT,Lo.PROIFEDUCT
SAFELY A THIS PRODUCT NINO FOR
ENGNEER OR ARGOTECT WNCN WILL DExoLIe INE 04NEM OF ttECORo 0
OF STRUCTURE RECEIVING THIS PRODUCT AND SEA=AROUND OPENING FOR FOR THE PPOJECF AND WHO WILL BE RESPONSIBLE FOR THE PR� b
WATER INFILTRATION RESISTANCE M.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO 8E ANALYZED SEPARATELY, USE of THE P.E.O.ENGINEER OF RECORD,ACTING u x DE ��,+��•,• 01TOWIn n0.
ENOIKEER TO THE P,E.D,ENGINEER SHAUL SUBMn TO THIS LATTER THE SIE r ' ♦ 4
AND TO BE REVIEW®BY BUILDING,OFFlCW., ♦♦
SPS P- DRAN1NG7 P01T RE DAT ...O.....••' ♦ 14-OZ
9, A LOAD ANCHORS M WWOOD,ONLLY SE W ALLOWABLE SRLESS IS USED IN DESIGN OF FOR INSTALLATION DETAILS SEE SHEETS 3 THRU B D TEE PRO E�NSIN�Or RECODRDTH PRVAAREro rtSONA1LRE of rr 'j� ♦♦ 4
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Sealed:1211412017
4.571 3.115 3.118 5,000 ��V
4.032 2.062 2,062 .125
1
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k+-i 2a5� 1.237 � 125 tYP.
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R.241 1.237 2,000
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8303 1L 2p%3 X i/8" Q..
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4ATER Cf AT 125 2000
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.8SS 9801.636 9 ! 064 I �O14 f.514 1.044 1.359 ,154 .154 1.0002.280 ,269 2.805 drdwing no.
2.471 2.654
1 14-02
MALE LOCKING" y SLAT en1TOM s�LL TRACK BOTTOM TRACK ADAI�TER ALI, BOOM TR AQAPTERR 10p�
6p83 Se 9483,.E 6087-T6 4603-Ta 6053-Ta #1 11$ eheat 2 of
Seated:12114/2017
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N0.70592
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ORS:tMBEOM£NT'EOQE
CONC.6:BLOCK- 12d(12 ANCHOR OU1MEtERS) HEADER AND SIU. DETAILS CAN BE SHOWNARE BEYOND iice��' •FOR WOoD INSTENERAL NAUATIONS S SHOTES AND SEET tON ALS SEE SHEETS 1 2• ORR L�EDGE DISTANCES SEE SHEEt 7 OF 7. USED IN!WY COMBINASiONS. ( ETC.)ER'"O FL #16984 '%�S;at�/►4 `� 6n66t
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Sealed:1211412017
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END UT N CONQIMOARLT—OL1T DEQ CORNER MAIL
- - '.�' drawin4 na.
�........"� 14-02
FL #16984 ,1jilt aneet s o 7
Seeled:12114/2017
(3) 1/4•LAO.SCREWS O EACH RAFTER FASTENERSV
2•MIN.PENETRATION PER SCHIEDU
w/1-1/2' LESPENETRATION
'/ TO EXISTING WOOD HEADER o
AWM6ANOLEV2'
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EXISTING SOW
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EXISTINGWOOD TRUSSES I I WOOD HEADER b
O 24 O.C. I I REQUIRED
_.. .. ..
MN.20 0.51MEMBERS
-
MIN.SA.•0.81
I I
14 X 3/4.mm6 Y'O.C.
HEe�Eli
--MON TO WOOD TRUSSES �•'•::•• z aO
FOR SHUTTER HEIGHT OF 72'MAX.DESIGN LOAD-70 PSF
FOR SHUTTER HEIGHT OF 84'MAX.DESIGN LOAD- 60 PSF
FOR SHUTTER HEIGHT OF 96'MAX.DESIGN WAD 82 PSF •! Q�j
FOR SHUTTER HEIGHT OF 109'MAX. DESIGN LOAD 46 PSF { 3 r4J
Ul
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TEQ.
WOOD�SND Y Q.
L� i;'•t � � �
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SCHIED!10 X 3/4•TEXS REQU ED .1 OONN SHEETS 2l h 3
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X 4'X 1,8-CONE ALUM TUBE
W/(3) 1/4 0 X 4-IAO SCREWSY.X W CONT.
O EACH SND W/2'MN PENETRATION W/(3) 1/4'I X 8'IAO SCREWS
INTO EXISTING STUD 0 EACH STUD W/Y MON PENETRATION
TIRO EXISTING S�0 0
3 FOR SHUTTER HOHRHT OF 64'MAX.DESIGN LOAD 80 PSF
FOR SHUTTER HEIGHT OF 08'MAX. DESIGN LOAD IN PSF
_4 FOR SHUTTER HEIGHT OF 108•MAX.DESIGN LOAD-48 PSF
i• FOR SHUTTER HEIGHT OF 120'MAX.DESIGN LOAD-42 PSF
INSTALLATION DETAL ON EXISTING WOOD BUCKS mux.vAr
9 •"
L72 x 4 x 1/8•x 6 x 1/8'ALUN.ANGLESABOVE DETAll3 SHOW9 CONNECTION Of 2X4 BUCK D 1X4 ALUM TUBE TO WOOD STUD9 10PROVIDE A CONTINUOUS SURFACE FOR SHUTTER INSTALLATION.
'THRU BOLT W/WASHER&NUT FOR INSTALLATION DETAILS OF MEAD£R/SILL TO CONTINUOUS WOOD MEMBERSTEE SHEETS 3 THRU 4.
7-1/4'O.C.FOR LOADS UFRO 40 PSF `1 1
' AT 0-3/4'O.C.FOR LOADS UPtO 80 PSF
H ,Y:'�13OPJ196 x gg
TYPENMIMACKI ` g
9 1 AA I - 1 ; . .
NO.70592
COUNTER TOP CONDTION
( MIGHT
THRU WINDOW) drawing no.
MAX SHUTTER T-6 FT.
14-02
FL #16984 IAA.
E RI � sheet 6 of 7
SeBIedl?M/2017
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