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Product Approval Menu>product or AO-plication Search>Application List>Application Detail
m iyfl { FL# FL16984-R2
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
i
i
Product Manufacturer National Approved Shutter Association LLC
Address/Phone/Email 8717 NW 117 Street
Suite 1
Miami Garden,FL 33018
(786)621-6706
paloucks@gmail.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
j 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.
^' Validation Checklist-Hardcopy Received
Certificate of Independence FL16984 R2 COI SS-Regency Aluminum Accordion Shutter-CI 2017.pdf
j Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
j TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
httpsJ/floridabuilding.org/pr/pi app dti.aspx?param=wGEVXQwtDgvBwYu9TrZNm7QkQEIOjl4oJwyXagFHrhf2HgFgUQVL7w%3d%3d 1/2
1
3/30/2018 Florida Building Code Online
Sections from the Code
Product Approval Method Method I Option D
Date Submitted 12/14/2017
Date Validated 12/17/2017
Date Pending FBC Approval 12/19/2017
Date Approved 02/13/2618
Summary of Products
FL# Model,Number or Name Description
16984.1 Regency Aluminum Accordion Large missile impact resistant aluminum accordion Shutter.
Shutter
Limits of Use installation Instructions
Approved for use in HVHZ.,Yes FL16984 R2 11 SS-Regen Aluminum Accordion Shutter-
Approved for use outside HVHZ:Yes 2017 DWG W14:02.p
Af
Impact Resistant:Yes Verified By:Javad 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-Regency Aluminum Accordia Shutter-
fl&E2-Q1_7.p_d
Created by Independent Third Party:Yes
Back Plezt
Contact Us::2601 Stair Stone Road.Tallahassee FL 32394 Phone:850-487-1824
The State of Florida is an AA/EEO employer.QpRyd9hLZgg7:Zgj2 stgn aflLorilLa.::privacy statement::Accessibility staternmi::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mall 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 traditional mail.If you have any questions,please contact$50.487.1395.*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 emalls 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.To determine If you are a licensee under Chapter 455,F.S.,
please dick here.
Product Approval Accepts:
RW GN73
ant
Credit Card
Safe
https://floridabuilding.org/pr/pr_appjU.aspx?param--%APEVXQwtDqvBwYu9TrZNm7QkQElOji4oJwyXa9FHrMHgFqUQVL7w%3d�/�3d 212
1
AL-FAROOQ CORPORATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
PRODUCT APPROVAL EVALUATION
RULE CHAPTER#61G20-3•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:15V
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 X Yes No
Mandatory Tests(Tested in accordance with TAS-201,202,203)
TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test
DATE REPORT# Sealed by
ASTM E330&TAS Uniform Static Fenestration 02/27/2009 FTL-5874 Carlos Rionda,P.E.
202 Air Press. Testing Laboratory
FBC 1626.2 Large Missile Fenestration 02/27/2009 FTL--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:
�Nuw4"Si
AyM'�i,
No 70592 -=
?9 STAT OF
Javad Ahmad PE#70592 �''SS�ONA1 EN�� Sealed:12/14/2017
AI-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 alfarooa@afceng.com
DEFLECTION CURVE AT 100 PSF SLAT PERFORMANCE CHART
ACCORDION SHUTTER EI+8622854 P06E7LYE I"
DEF'LECT'LON CURVE FOR POSITIVE LOADS ONLYI / USL EY.WAM4 ..
OPAW31 OR B'FOR POB.LOAD#dmknvt Lm
4
EZ•"214774 ca Q
EPMU".PT FOR NEO.LOAD
Z� h
I
to
ON
8
W
pOtP&
l0
ID Z
60 70 80 90 100 110 120 130 140 160 IHH
SLAT SPAN - INCHES oBm, a
a s.-
MINIMUM SEPARATION FROM GLASS ro
SEPARATION READ,DUE TO WINO LOAD SEPARATION REO).WE TO to N
SHUTTER SPAN•H IN. UROH MISSILE IMPACT 1,. �J�2!!
DESIGN LOAD.Pd. PSF FOR SLATS
FACTOR•K•Pd/100 Y IN. SPARS UPTO SEPARATION
REAOINO FROM SPAN 0.CURVE r 0 IN. 98• 2-1 I'
DEFLECTION AT Pd•K•D.• IN.
MIN.SEPARATION REDD.• K40+1'• IN. 180. 1 3-1 4
FOR tAISTALATLOHS Ui'RA 30'OF GRADE USE MAXIMUM OF WIND LOAD OR IMPACT I=
REWOtE♦MENi5 SHOWN ABOVE Q
FOR INSTALLATIONS ABOVE 30'OF GRADE IGNORE LARGE MISSILE WACT REQUIREMENT. «y�••
Rm1G NO PART OF"m SiWL BE LDmER 30'ABOVE GRADE TO{'ANE LANE—P DIPACT Rmumsm.IW t`
t0
Sf
_ USE SPAN DEFLECTION CHART TO CALCULATE SEPARATION FROM GLASS N
LARGE MISSILE IMPACT RESISTANT PRODUCT FOR INSTALiAT10NS IN KOH VELOCITY HURRICANE ZONES. 60 70 00 90 100 110 120 130 140 ISO
COMPLY WITH TAS 202, 201 AND 203 OF FBC. CUSS SEPARATION NOT REQUIRED FOR INSTALLATIONS OUTSIDE SLAT SPAN - INCHES
HIGH VELOCITY HURRICANE ZONE AREA.
FOR
CI t1� aR.i_ NOTES FOR
SLAT PERFORMANCE CHARF TD VERIFY SLAT CAPACITY
THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION.
1.THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Ep 0
REQUIREMENTS OF THE 2014(5TH EDITION)/2017(8TH EDITION)FLORIDA DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS q
BUILDING CODE INCLUDDNG HIGH VELOCITY HURRICANE ZONE(WHZ). OF ASCE 7-10. gf
8 DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES,
AND SAFiETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM
CONSTRUCTION tVJ+F1UAL•LATEST EDITION.
3. ALUMINUM ALLOYS:ALL EXTRUSIONS SHALL BE ALLOY AS SHOWN :h n
4, MATERIALS INCLUDING BUT NOT LIMITED TO STE%MIETAL SCREWS,THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MA IALS SHALL MEET THE PRODUCT lAAL2KING 'L
REQUIREMENTS OF THE 2014/2017 FLORIDA BLOC.CODE k ADOPTED STANDARDS. FL #16984 m
S. ANCHORS SHALT.BE CORROSION RESISTANT"SPACED AS SHOWN ON DETAILS A LABEL SHALL BE HE POLI ON LOOKING MEMBER OF UNIT
ABOVE LOCK WITH THE fOUAWTNO STATEMENT. tF
AND INSTALLED PER MAiUF'S 00RUCTLONS,SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. MCONTRACTOR TO BE RESPONSIBLE FOR 1014 THIS PRODUCT
CT LVALU AND t s®..... rI ♦ :'
NATIONAL APPROVED SHITTIER ASSOCULTiON INSTALLATION OF THIS PRODUCT BASED oN Rlas PRODucT EVAtuunON � � •.„,•. Gr A
6. ALL BOLTS SHALL BE STAINLESS STEEL,ALUMINUM ALLOY 2024-T4 0717 N.W. 117 STREET SURE 01 PROVIDED HE/SHE DOES NOT WWATE FROM THE CONDITIONS TiETAI” `�� 'd;:•'V,Q �+ 9
OR 7075-T8, OR PLATED STEEL WIND NUTS TO BE OF ZINC ALLOY. HIALEAH GARDENS, FL 33018 ON THIS OOCUMENT. � g"
7. Dl�GN CRIBRA F1DR$LATS MAK DEFLECTIONS THE LESSER OF L•/30 OR 2• 0-THS PRODUCT EVALUATOR DOCUMENT IRU BE CONSmL'REO MAUD IF No.70592
ALTERED BY ANY MEANS.
S. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION C-SRE SPECIFIC PROJECT'S SHALL BE PREPARED BY A FLORIDA lREtt STEREO ? '
FOR A SITE SPECIFIC PROJECT,Lo.LIFE SAFETY OF THIS PRODUCT;ADEQUACY OWDER OR MCHIM WtH WAL DEC=THE ENCINM OF RECORD 00A)
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
WATER INFILTRATION RESISTANCE ETC. USE OF THE P.E.D.ENGINEER OF RECORD.ACTINO AS A OELECATEO i •••. : : dTawIng no.
CONDITIONS NOT SHOWN B4 THIS DRAWING ARE TO BE ANALYZED SEPARATELY, SPCCINEC 70 THE 9roR ENGINEER
SHALL SUBMIT To THIS LATTER THC SITE ri . O .•
AND TO BE REVIEWED BY BURDINO OFFICIAL. ....... O 4"—OL
9. A LOAD DURATION INCREASE{N ALLOWABLE STRESS IS USED IN DESIGN OF D-RHES P.ED.SHALL BEAR THE DATE AND ORIOMM.SEAL AND SIGNATURE OF S J
ANCHORS INTO WOOD ONLY. FOR INSTALLAl1ON DETALs SEE SHEETS 3 THRU 8. THE PROT`ESSIONAL ENGIm of RECORD THAT PREPARED R. r rA�hmil
��VAL;,`t sheet Of
SeBled:12/14/2017
4.871 3.115 3.115 6.000
�4.OJ2 2.002 2A62--9 .128
049 626 .126 1.268 1 1.237R. ,125 TYP.
.259 1.975 ry
R. 241 8.112 2.600 P26 1.237 2.000 X 3
ME R.174 xX
==H--] L
6063-TB .718 L 2 X 6 X
.738 �. u
4,639 CEI IN_ GG HE�nER BUILT-OUT ANGLES
4.032 6063-T8 0003-TB
WAIT HEAD �C gggg
6083-TB 4.115 iQ
1 J.082 s RI
4.115 "
241 1.000 -2.002-
R.3031.200 2.082-
-
FLOATER c_LAT 2600•¢I--
6063-76 77E •125
1.285 1.237 7
x.082 2.600 �1.286� 1.237 N
600 1 Z X60
1.507
.9J2 .719 1.750 M
.71B ALT. 1' BUILT-OUT WALL 1.810 N
6063-TB
FEMALE END SLAT 1' BUILT-OUT WALL HEADER 1.12
6063-78 6083-T8 .078 f/1�mo
5A 15 � n p}n
2040 5.118 4.062 1.044 7�
1.530
F2.000 2.082
EMBEDDED TRACK
�- .078 6063-T8
.125 2'°00 2082
2.126 1.000 1.970 2.26ij
X7,1 I .126 1,726 .718
L 3.J50 L
2600 1,265 �1.237 .078
5�510 1•-1.2a-*y 1.237 1.0,00 I 891 I
220 .832 .718 I I b-1.464 1.044 1-- e
2441 C
718 4.187 §
FF AAL LOCKING SLAT li
6063-TB ?' QUILT-OUT WALL H e ER AIT. 2- BIT-OUR'WALL N en R THRESHOLD TRACK
070 063
6 -TB 8083-TB 6083-T8
2.
1.556 ,563 Jd 15 o m
.718 1.726 .080 2.806 FL #16984
.ole .405 •080 c
```NI nfrff fb
2.250 1.970 1.000 .500 �• �l(Q�4
2.444 2.128 -� .078 . �( ....... �i 1
ABz 1.375 1.297 1.z97 �.` ••VOED1
.858 .980 1.636 ,67 6 I .094 .094 N0.70692 _ •^
.514 �- 154 .184 1.000
2258 1.044 1.SSB
.269 2.806 3.805
2.471 2.834 �Q A F • � drawing no.
F LOCKING SLAT LOCKINGST INSERTBOTTOM SILL TRACK BOTTOM TRACK ADAPTER ALT, BOTTOM TRACK ADAPTER ���irS�O�AL
6063-76 6063-Te I 6083-TS 6063-Te 6063-T6 f fffl 11111 sheet 2 of 7
Sealed:12/14/2017
WALL MOUNr5 AN R INSIDE MOUNTS SHUTTER WIDTH %Y
mm- C
z
E A a
p.M EM
I BUSHING 0 0
Tv
SO M TYP
MA.XHIN1G 1/16"LOW
BUS
TYP.
II
1/2'DL46 X
V2;LONG
tiYLO 'SHING Al
#1 X 2-31V C
ST
.;4=
TIP.
TYPICAL ELEVATION
ad $a
I fill
350 MAXTyp Oi
IV N1/2-Pt 10'LONG
VWN I=
Typ.
LA. x 11/16*LONG
, "BUSHING
Typ.
MANCHORS 32
AMEM HEOIDER I
SECTION A-A SECTION B-a ..........
Ed;DWICALM ID 02
TCGK'DISTANCE
ANCHOR DIAM Ls CM BE
DYES AND EXTRUSION DETAILS SEE SHEETS 1 & WOOD Ed FL #169
fOR WOOD INSTALLATIONS SEE SHEET 6, NFECOLEUR EDGE DISTANCES SEE SHEET:71)7. USED ANYCOMBINATIONS. Sealed:12114/2017
BUILT-OL1T CONDITION BUILT-OUT' HE6OER
- - ALT. BUILT-OUT HEADER
\ ANCHOR
�----CON - - MR PQNQ I I=.Alm- _ ANCHOR .�
MX 3/4"
DRIIUNC SCREWS
AT 8'O,C, - A
I
1 iV
1
Ed . I Ed.
\ I Willa�
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i 2 X 5 X�1%�d' I 1 CON I I I I Q 1
�MBMIOLEB" I I �. I I I i i s di
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I
.^ I 1
110 X AT TO.CS
� j10 X 3/4'TIXS Ul
I AT 8'O.C. I I
AT 6'O.C. 00
j10 X 3/4'
SELF ORIWNO SCRE"
AT 6'O.C.
2X3X1/8'
2 X 4 X 1/8' 14%DR(WNG SCREWS
2XBX1/a'
\ W 6u083-TA661$ AT 6'O.C. CHOR ¢ MET
METAL - - -
_ _ �tftlllllll
- - ADJUSTABLE ILII - - - ALT. ADJUSTARI E SILL _ N0.70592 - as
SECTION C-C- �� ''' OF drowing8 n,,
HEADER AND SILL DETAILS CAN BE nisi
USED IN ANY COMBINATIONS. FL #16984 1111#1111 `� sheet 4 or 7
Sealed:12/14/2017
0 �
FLOATER SLAT
ANCHORS TYPE OPTION
A.D,C 0,E OR 0 ANCHORS TYPE UNNI�;
T 16'O.C.MAX. A,D,C,D,E OR 0 Q
AT 16'O.C.MAX 6&
�BNC. -•-=-=- =-= — — — —•—•—•—•—
NCK CONC.
-_-_-_-- -------_-_-_-_--- -----------======== BLOCK SB�
M a 1BYOOD
FOR MIN.SEPARATION 0
ALUMIX.093"ANOLE r SEE SCH.SH T 1 [GLASS
FOR ENO LO N
O BUILT-OUr SEE
DETAIL LEFT
�' • . C m�
Q
nd 1
2
LocN8 HANDLE
SECTION D-D
RODE OR OUTSIDE
O
CON..
�BLpOpCK
• METAL
�T e
0
1 %2X.083' 2X2% 1/8-
1-1/2 X 2 X.083' 2%3% 1/B'
2X2%.093' 12/
-
2qxx3X.093'
4 X.083' 0 10 X 3/4' TEKS
AWMSANOLEBAS 4Z40B 12.O.C. 63-TB)
RE00.AT BUILT-OUT
CON ONS
/ X 3/4'TEKS po J�Q4ETEKS
�O 102•O.C. o
c
1-1/2 x 3 x 1/8' `� 11 I ITY//,
ALUM ANGLE gyp,�tY........I•/6.g����i •
TOP&BOTTOM `.```Y.�
1/4.0 TAPCONSNo.7T16B2
ANGLE
END CONDRION AT BUILT-OUT FIXED CORNER DETAIL '•, F �� drawing no.
4-02
FL #16984 ;OMA6,1 � an1 5 of 7
SOBIBd:12114/2017
(3) 1/4-LAD.SCREWS 0 EACH RAFTER FASTENERS ui
2*MIN. PENETRATION AS PER SCHEDULES
W/1-1/2'MIN. PENETRATION
2 X 5 XTO EXISTING WOOD HEADER
ALUM ANGLE
2 X X 3 X X 1/8: Z
24VS
2 X 6%
ALUM Mar'
,�44'PLYWOOD
ErnNa SOFFIT
2-- 2-
viz z Z z
014 X 1'HEX HEAD fVVi
Eft SELF DRILLING SCREWS
e 6'D.C.
J
ygygp
EXISTINGWOOD TRUSSES
0 24"D.C. I I WOOD HEADER
MIN.20 MEMBERS I I REQUIRED
MIN.S.G.-0.51
4 X
3p�TEKS
D.C.
HEADER CONNECTION TO WOOD TRUSS
FOR SHUTTER HEIGHT OF 72:MAX DESIGN LOAD 70 PSF
FOR SHUTTER MOW OF 84 MAX:DEMON LOAD 60 PSF
FOR SHUTTER HEIGHT OF 96'MAX,DESIGN LOAD 52 PSF
FOR SHUTTER HEIGHT OF 1011"MAX DESIGN LOAD 46 PSF
Ef. 41
EQ. EQ.
wocafsTuD
RE 4"D.C.
WOOD FASTENERS
0 24 O.0
D SEE SCHEDULES
010 X 3/4 TENS ON SHEETS 2&3
e 61 ILC. ET!
p1,B'CONT.ALUM TUBE
u U W/(3) 1/4 0 X 4-LAO SCREWS 12"X 6*cow.
0 EACH STUD W/2-MIN PENETRATION W/(3) 1/4'0 X 5-LAG SCREWS
INTO EXISTING STUD 0 EACH STUD W/2-MIN PENETRATION
INTO EXISTING STUD c
FOR SHUTTER HEIGHT OF 84:MAX.DESIGN LOAD 60 PSF
FOR SHUTTER HEIGHT OF 96 MAX.DESIGN LOAD 52 PSF
FOR SHUTTER HOGHT OF 108"MAX,DESIGN LOAD- 46 PSF
FOR SHUTTER HEIGHT OF 120'MAX,DEMON LOAD -42 PSF
—72 x INSTALLATION DETAIL ON EXISTING WOOD BUCK
x 4 Nx 11//8
2 6 8:ALUM.ANGLES ABOVE DETAILS SHOWS CONNECTION OF 2X4 BUCK&1X4 ALUM TUBE TO WOOD MUDS 10
PROVIDE A CONTINUOUS SURFACE FOR SHUTTER INSTALLATION.
1/4-THRU BOLT W/WASHER&NUT FOR INSTALLATION DETAILS OF HEADER/SILL TO CONTINUOUS WOOD MEMBERS SEE SHEETS 3 THRU 4.
AT 7-1/4*O.C.FOR LOADS UFT0 40 PSF 111 1
7-
AT 6-1/4'D.C.FOR LOADS UPTO 50 PSF
;
AW
ugro bu M
NO.70582
COUNTER TOP CONDMO
(PASS THRU WINDOW)
MAX SHUTTER HEIGHT-8 M F drawing no.
- lo 14-02
FL #16984 W
Sealed:12/14/2017
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