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FL# FL16984-R1
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived -.
Product Manufacturer National Approved Shutber Association LLC
Address/Phone/Email 8117 NW 117 Street
Suite 1
Miami Garden,FL 33018
(786)621-6706
paloucO@gmail.com
Authorized Signature ]avad Ahmad
alfarooq@afceng.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Shutters
Subcategory Accordion
a
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensdd
Florida Professional•Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed ]avad Ahmad -
the Evaluation Report
Florida License PE-70592
Quality Assurance Entity National Accreditation&Management Institute
Quality Assurance Contract Expiration Date 12/31/2015
Validated By ]esus Gonzalez,P.E.
'tel Validation Checklist-Hardcopy Received
Certificate of Independence FL16984 R1 COI SS-Regency Alum Accordion Shutter(LMI)-CI
2014.odf
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 05/07/2015
Date Validated 05/07/2015
Date Pending FBC Approval 05/18/2015
Date Approved 08/18/2015
Sununary of Products
FL* Model,Number or Narfre 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 R1 II SS-Regency Alum.Accordion Shutter
Approved for use outside HVHZ:Yes (LMI) 14-02.Ddf
Impact Resistant:Yes Verified By:)avad Ahmad PE 70592
Design Pressure:+200/-200 Created by Independent Third Party:Yes
other:See drawing 14-02 for span vs load combinations Evaluation Reports
and installation details. FL16984 R1 AE SS-Regency Alum.Accordion Shutter
(LMT)-PAE 2014.Ddf
Created by Independent Third Party:Yes
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R
Contact Us::1940 North Monroe Street Tallahassee FL 32399 Phone.850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Pri acv Statement::Accessibility Statement::Refund 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 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
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 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
_ dick hgo.
Product Approval Accepts:
sctvriter.;rrut,
0
m SLAT PERFORMANCE CHART
DEFLECTION CURVE AT 100 PSF N I POSLTSVc LOAD
m .dti2LaSA
1;
ACCORDION SHUTTER EI-022854EL
, B,, ,,, ........,.., .. _...,. SPAW70 q'a'P PDS.LO Z
DEFLECTION CURVE FOR POSITIVE LOADS ONLY
^.� � 14W1 2l�'q
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9PYI/79.27 Iq ICG.LOAD !
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m60 70 Be 90 100 110 120 130 140 150 W P,.. ....I., .. i__ .f{ ._.._� L•, =. ;1
SLAT SPAN - INCHES I o mo
.51
seun MINIMUM SEPARATION FROM GLASS Q H7
. .......REOD.DUE 10 WIND LOAD I SEPARATON REOD.DUE TO m
SEPARA110N Ira'J:
DESK _ URGE MISSILE IMPACT r I
ER SPAN.H N ; .._ ... I I Ss Z
N LOAD PO 4 PSF FOR SLAT SEPARAtION Io
FACTOR^ K a PSI/100 d IN SPANS UPTO L
READING FROM SPAN D.CURVE- D- IN ._ s ..I 2-7 1/§'... N. 1_......... ..... _... -. ._ d I
DEFLECTION AT Pd a K•D n IN
MIN.SEPARATION REOD. - K-0+1' IN
_. _..... . .. r
FOR INSTALLAOONS UPTO IO'OF GRADE USE MARIMUM OF WIND LOAD OR IMPACT LOAD m
..._. I ... tj
REOUIREMENIS SHOWN ABOVE
11
FOR INSTALLATIONS ABOVE OD'OF GRADE GNORE URGE MISSILE IMPACT REQUIREMENT. _ _
�._ ��'� n
NOM NO PMT q SKUTiFA SHALL BE UNDER JO'ABOVE GRACE TO WAYS IJJtDE YSSII[4lPACt REOUJICYCNT. "�'�-'��� I � � �
USE SPAN DEFLECTION CHART TO CALCULATE SEPARATION FROM CLASS' 60 70 80 90 100 110 120 •j30 140 ISO
FOR INSTALLATIONS IN HIGH VELOCITY HURRICANE ZONES. SLAT SPAN • INCHES
GLASS SEPARATION NOT REQUIRED FOR INSTALLATIONS OUTSIDE
HIGH VELOCITY HURRICANE ZONE
..._.......__......___...---._.. AREA,. . .....: 1 USE SU1.PERFORMANCE CHART.._.T0.VERIFY SLAT
CAPACITY
-
..._.__........_......_.._._._..__. ......•_,IRED...ES -.._,...__._._4E .....ULAR +•TION. I en• I
I URGE MISSILE IMPACT RESISTANT PRODUCT FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCA .
COMPLY WITH TAS 207 01 AN
202, 2D OF FBG. '.., •.,_.-..•. ..,. °�'
„ ! N SHALL BE CALCULATED AS PER REQUIREMENTS
DESIGLOA
,.,
OF ASCE 7-10 ._...... .. .. .. ..._..,..._._.�__..,. ..,.
GENERAL NOTES A
1.THISPRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE(HVHZ).
2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, PRODUCT MARKING .HS 1104 -• S m
AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE 'ALUMINUM M-IHiS PRODUCT NJLUAT10N 00CUUEM(P,[.0.1 PREPARED BY flSS ENGINEER I FL #18984
CONSTRUCTION MANUAL' LATEST EDITION. A LABEL SHALL BE AFnxED ON LOCKING MEMBER OF UNIT IY aENERIc um DOES N07 PAOVIDE INFORMATION FOR A SITE SPECIFIC
ABOVE LOCK WITH THE FOLLOWING STATEMENT. PROJECT;IA•WHERE THE SITE CONDITIONS DEVIME FROM THE P.E.D. I ^•
CCN
R 10
ONSIBLE
R THE
ASE AND'
G. CLNENNUM ONE COAT OF�2INC CHROMATE RARER INL EXTRUSIONS SHALL BE LOY AS ACCONDANCENWITH .B INSTZPROVIEDOHE/YHECDC[SPNOT DEVIATOE FROMTHECONDITIONS IDETA4[O it
FEDERAL
♦♦♦♦ ^'I� �
4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE NATIONAL APPROVED SHUTTER ASSOCIATION INst ATKIN OF THIS P9CDUC1 BASED ON THIS PRODUCT EVALUATION i \ A,F7 ♦ I'
FEDERAL SPEC. NO.TTP-645,OR BE GALVANIZED. 8717 N.W. 117 STREET SUITE �1 ON Tilts DOCUMENT. T,LOENBg
`
S. ANCHORS SHALL BE AS SHOWN ON DETAILS.ANCHOR EMBEDMENT TO BASE HIALEAH GARDENS, FL. 35018 iC-TINY PRODUCT EVALUATION DOCUMENT MALL BC CONSIDERED INVALID IF, J
ALIERED BY ANY MOANS. No.70582 b'
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. �,.� II
6• ALL BOLTS SMALL BE STAINLESS STEEL.ALUMINUM ALLOY 2024-TSI D-SIIC SPECIFIC PROJECTS SIIALL BE PREPARED RY A FLORIDA REGISTERED' =*. o I
OR 7075-16, OR PLATED STEEL.WING NUTS TO BE OF ZINC ALLOY. FORETICITHE
OR OJECARVIAT WNCN WILL
L BE ES ENGINEER Dr RECORD ROPER, S
FOR TNC PROJECT AND MAO WILL BE RESPONSIBLE FOR THE PROPER,
7. DESIGN CRITERIA FOR SUITS: MAX DEFLECTION S THE LESSER OF L/30 OR 2'. USE OF THE P.E.O. ENGINEER DF RECORD.ACTINO AS A DELEOATEDI '•, B•g AOR drawing no.
ENOWEER TO LIE P.C.D.DIDhEER SPALL SUaVIT 10 THIS LATTER IIIE SITE \ '
B. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN BPCCIne DRAWINGS FOR RF.Ytw ♦ •.;...... •..'' \\\ 2
THESE DETAILS ARE NOT PART OF THIS APPROVAL. .0-THIS P.ED.SKALL BEA+U•E DATE MD ORIGINAL SEAL AD 51WAIVFE OF sS/� yL.. `.
9. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. FOR INSTALLATION DETAILS SEE SHEETS 3 1HRU 6 THE PROiE59�ONAL CNG'NEL'9 OF RECORD LUT PREPARED It I \\\ 'Sheaf 1 of 7
0
-4.571---- 3.119 3.115--
5.000...__..._
4.032-•- 2.082 --2.062--• I
� 049 r.125
- •-- .825 ,125
I =�
r 1.265-••� 1.237 I ..125 UP. '
I I '�f F
.259 f• 1.975 2.000
R.303 R.112 2.600 r 1.2Be�'•j 1.237
R.174 I I 2 X 3 11 1/B' ill
6D63 T6 .718 �_ 2%87X1 'Al. g
73e gyp .
-••- 4,635----- 716 CEILING HEADER BUILT-OU.T ANGLES 8 5 n
8063-T66063-T6WALL HEADER Q�L-4.032.049 6053-76 ---4.115 p 1^a a
�-__.,--3.062 40 QQ
R.241 ff 7Ir- 1 F
^ •�j 1.0O0 +-2.062--'-• I 1.250 '-2.082-
R.303 II -x.129 5g
FLOATER SLAT j-''p• _ 2,800
6063-TB I ,750 1 125 `-- •- •--.-��
s �p 1.237
i��1.285^q -�
7•-- R.3D3 .062 2.800 �•-I.26S� 11237 to
500
Lir
,716 O507 1.750--• %j
-•1.810 -• •718 ALT- T" BUILT-OUT WALL HEADER I
W 17
-T6
FEMALE END SLAT 1' BUILT-OUT WALL HEADER 1 125 078 GI a
5063-76 608-T6 'Z
-•5.115 � `
2.0{0-�{
C" 4.062 T i f A44 t
-•••2.000- '---2.082 EMBEDDED TRACK I
_.--42,2
.078 6063-T6
` .750 - .125 2.000 2.062--•
2.128 1.000 1.970 2.250 �- •-• 1.728 .718 -
� 2.444 �- 3,350 .tIS
.. 2.600 1,265 1.237 •-�' J .078
.610 �~ r"-1.265-y ' 1.237 1.00 .891 �
2.225- .e32 I I 1 II ei
.718 Ib-tA8{-•� 1.044
2 H1-� •_ s ,715
FEMALOCKING SLAT F+
6063-76 2" BUILT-OUT WALL HEADER - THRESHOLD TRACK
8083-TB 8065-T 6063-TB
`-2,070
_ .583 -3.1,5 o
�.71e -1.725.-. Deo -2.505-- FL #10984 I i
-•078 ,409 -.080
'>l
2.250 1.970 1..000 I ---2.128
.078 .SOD •� ..... '���. 1 i�• ��I
2.441 I$ 1.287 1.297 ♦ �p.� i
Lf 1.002 I 1,375
.856 ,960 1.635 .094 .094 ♦ Y,•'•VOBN6e'••.. 1 I
I •875 I
II No,70592 � �-
I••-•
^ ,514 1 ppp 3.805--. �� L• ,�♦ `I
-2.25 1,0 41 -1.339 154 .8
b_
a
.269 2.605 4
2.471 4- 0F I
drawing no�
, '.,�tomo�,.•t�ii`� 14-02
MALE LOCKING SLATLOCKING SLAT INSERT BOTTOM SILL K BOTTOM TRACK ADAPTER ALT, BOTTOM TRACK ADAPTER i��ORIAI.��♦♦
6063-76 6083-TB 8085-TB 6063-T6 6053-T6heat 2 of 7,
T
• 0 `
WALL MOUNTS !NSIDE MOUNTS Tr DTH
LO C—
TYPE CONG, ---
SHU 'R W,
I, IANCHOh`7 73ZWA 411
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4-
BLOCK
NYLON WHEELS
WOOD
METAL
IN METALLIC BUSHING
IS TYP cr
C6NC
\_1/2'Ott X il/Ifi-LONG
19
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,'8LCCk
NYLON BUSHING
Mau li` TYP.
112-DA.X 1/2'LONG
NYLON BUSHING
TYP. A sl
014 X 2-31, Be CO
ST/ST SCREWS ma
P.
TYPICAL ELEVATION I I ley MR
I SF
C2
O:06
WOR.,
METAL
.350 MAX
1/2'DIA.X 11/16"LONG
NYLON BUSHING
TV.
DIA.X 11/16-LONG
BUSHING
NYLON11 BLOCK
TYP. WOOD",
R qART TO USE . %."IMET.Al .'-.
P 04 4
• ANCHORS
SAME AS HEADER
SECTION A— SECTION A-8 JIL
No.70H2
............. drawing
TYPICAL EDGE DISTANCE ANCHORS:EMBEDMENT 6 EDGE'.
DISTANCES SHOWN ARE 14-02
WOOD -5d THE WALL&FLOOR 411 R
FF6R CONC.&BLOCK - 12d(12 ANCHOR DIAMETERS) FHa6ii AND SIL'DETAILS CAN BE:
jj FOR WOOD INSTALLATIONS SEE SHEET 6. FOR LESSER EDGE DISTANCES SEE SHEET 7 OF 7. USED IN ANY COMBINATIONS. (STUCCO. FL finest �f
ION #16
----------------- Ij 7
0
• I !
BUILT OUT CONDITION BUILT-MIT-HEADER ALT. BUILT-OUT HEAOER i ��I'
ANCHORr ...,.Cj#ARf TO U3c 'j
TYPE 40N0 BLOCK�ROOp EiAl. �ANCNOR HART.11,GOS I,o
_--'8LOC1i: I 8 ..' i.. 1 ..•.. Jr; CON OWWOOD �tt CRCONC"BCOC'K Wi#44 MF-AL, . .
t c 1 4 E :f s ;' n a 1
WOOD. 3
/ C 3fa
METAL 014 X 3/4" I ....� $ 7
pE
tt-SELF DRILLING SCREWS 0.�..,....._ ..,..__... 4. . ... f. .a... ? ..,...... Q
�'• '' AT 6"O.C.
Ed { i Y Ed.
1CONC.
.�1:: BLOCWOOD
''i;_...._..� ��1+4 .
METAL
1
y 2x4x16• - �bf t
ax4x +%s`
Ed CON41..' 1p
ax5x +(8" �! i.
6063-T6ALUM GLEE METAL%
!WC110Rt,_ _CKKriYTF_FQ_USE...._ $ {� •N'r
�m�E,.,cvec..eiocK.:lmaD:laETAL; � � :�
E ,.�,r 1 4• t
INS
�Wy�
YI t
.. ..1.. .......... 4 ....._. ._...
� P
iAr:cR6RC1+AB7.:to usE'
a
i TYPE :*t.jBOCK
3 f (
...b 41
—__A #10 X 3/4"TEKS
Ed I'
#10 x 3/4"TEKS AT 6"O.C.
AT 6"D.C.
Etl i. \ S I •
' 1
SELF DRILLING SCREWS
AT 6"Q.C. •N�' t`t'' {
a
Xr , t... ,'CON BC2 14 % OaX 4 X 1/8BLOCCK e
9lOCK I? 2 X 5 X t 8" `-SELF DRILLING SCREWS ., WOOD WOOD
60&S-T8 AT 8`O.C. ikV&Ol2 CHART TO USI: .: J, •METAL' ,AHCiiON 4FEAR.F'F`�ti5E - � I METei4 c� I i i
WOOD TYQE SONC,BLOCK WDOD METAL, % TTT E.CCND IpL4ClS 11bOD METI�L ;•r _ -,
METAL.- t 0 USE _� A _ a 9 a !!! 1 T ft
AikNORj KART T i y I r .
1 T!PE CONC 611�GK 17, METAL C I J C a r ( „�
3
C 3 .- ...�.....,..'A.-1
ADJUSTABLE SILL g(,,' ACU t1$'TABLE Silt t*�• 78682 .$�! ��1 It �;�' i•�
SECTION C-C �� '•, a'--OPS drowing 00.`
FCOR1tit.••' ���`� 14' 02 ;
HEADER
AND SILL DETAILS CAN BES
USED IN ANY COMBINATIONS. FL #169$4 T 1 sheet_q_ofry7._i
� D
!1
r
' r �
I '
li
�I
a
p� o
v'
FLOATER SLAT
a LL
OPTION O
ANCHORS .E R
.-A, D,C, D,E OR 0 A.D.C,C D•RS TYPE
E OR G- c
'•,AT IB'O.C.MAX. J O I
�.\ AT 16'0..•MAX./ O
C
0 48-
GONG.
BLOCK i.�~ CONC. y Z US
WOOD - - - . r ... _.. _.. ._. _ - _ .. ,_ .... - -- _ _ LOCK
ZZ ,J
METAL T. ' ... .::. .... .-. -. - ME000
TAL Q W g C
1 :.
t,. •I 1 .097` FOR MIN.SEPARATION I ...._
ALUM ANGLE(lYP) SEE SCH.SHEET I i..CUSS
FOR ENO CONDITION (TYPICAL)
0 BUILT-OUT SEE ' I
DETAIL LEFT 'I
r' 1. EQ. _o
1 •.I •i., izl tn
LOCK HANDLE CAN n
BE INSTALLED••'
IN
SIDE OR OUTSIDE ,I m
CONC. - is"I:.:.''-_
BLOCK
WOOD
METAL
I X2X,087" 2k7% 1/8' q
171/2 X 2 X.083`
2 %2X.093" 2%4X 1/8' ESI 1
2 X 3 X.097' r2 K 6% I/8'
-2 %4 %.OB3" p f0%3/4'TEKS
2 X S X.093" ALUM TUBE(6063-T6)
ALUM ANGLE AS , B 12' O.L.
RENO. BUILT-OUT
CONDITIOIO NS
..@ 10%3/4'TEKS ¢10■7/4'TEKS .N o
/ J/ANCIE —i
i O 12`O.C. '-
�o
ALUM ANGLE
lr�,•'��1GEN8F'•TOP&BOTTOM
x I/4°0 TAPCONS
2/ Na•70582
ANGLE of
END CONDITION AT RUILT-OUT -"B
FIXED CORNER DETAIL
W. - drawin �n0.i
,' ss!toaioti.•��`�`' 14 a 02 JI
FL #16984 It, IVAi.��`` ;snee '5:oL7.1
11
FASTENERS •
2' IN, LAG.SCREWS®EACH RAFTER A�PER SCHEDULES
PENETRATION
2`MIN.PENETRATION lam. l
• _W 1-1/2-
2% 5% 1/8° i �•., I. TO EXISTING WOOD HEADER _
ALUM ANGLE CONT.
\, I'
? I. 2 X4 x i/• S �,
/SO $
I/4"PLYWOOD j ALUM ANGLE SI
EXISTING SOFF,T i II I Qg
414 X N HEX HEAD ii h
SELF DRILLING SCREWS
@ 6'D.C.
ILJ� S4Dag'rc
n ;
EXISTINGWOOD TRUSSES )
0 24.O.C. i f WOOD HEADER {�
MIN. 2■4 ME0.51 MBERS 'II ',j I REQUIRED b M
N,S.G. �
IA ` t�
:.
!, a 14 X 3/4°TEKS ...,.,L..... i O
....._....................�,................... 4N 9`O.C._
HEADER CONNECTION TO WOOD
FOR SHUTTER HEIGHT OF 72"MAX.DESIGN LOAD 70 PSF ,';f.�
FOR SHUTTER HEIGHT OF 84"MAX.DESIGN LOAD . 60 PSF
FOR SHUTTER HEIGHT OF 96"MA%.DESIGN LOAD o 52 PSF j
FOR SHUTTER HEIGHT OF 108"MAX.DESIGN LOAD 46 PSFLn
Q
in
I Yi
I
I. Ii EQ.
E0. 2i
WODD,STUD
—li I
I
REQUIRED. II it r �. - I W I=n
`, WOOD{STUD,
'I� ` 1ON
Pj
NIO X 3/4• TENS 0 24".O.C.'•, ( ..__i,,........:....
l
y !i ....
@ 6'DC."} '. r _ OUI�tED.,.t. N SHEETS 2&3
1119 RE
I"% 4"X 1/0'CONT,ALUM TUBE
W/(3) 1/4°0 X'4'LAG SCREWS 2"'X 6'CONT.
EACH STUD a INTO EXISTING SWT/UI]•MIN PENETRATION `W/(3) I/4'0 X S"LAC SCREWS
IMP 0 EACH STUD W/2'MIN PENETRATIONINTO EXISTINO STUD o 3/4' FOR SHUTTER HEIGHT OF 84'MAX.DESIGN LOAD 60 PSFp;'j;' _ 4 FOR SHUTTER HEIGHT OF 96"MAX,DESIGN LOAD 52 PSF u'
4
FOR SHUTTER HEIGHT OF 108•MAX. DESIGN LOAD a 46 PSF �, I
i •!I FOR SHUTTER HEIGHT OF 120`MAX.DESIGN LOAD a 42 PSF I
a ,• 2 w 4■ 1/8" INSTALLATION DETAILON EXISTINGWOOD 8UCK0«+m,,p••,.'
2 5,■
I/ ALUM.ALUA1.ANGLES ABOVE OETAILS SHOWS CONNECTION OF 2X4 BUCK& I%4 ALUM TUBE TO WOOD STUDS TO c d
a PROVIDE A CONTINUOUS SURFACE FOR SHUTTER INSTALLATION, H o:
1/4'THRU BOLT W/WASHER d,NUT FOR INSTALLATION DETAILS OF HEADER/SILL To CONTINUOUS WOOD MEMBERS SEE SHEETS 3 THRU 4,
AT 7-I/d'O,C.FOR LOADS UPTO 40 PSF
AT S-3/4.O.C, FOR LOADS UPTO 50 PSF
IU{CHOR SPACING IHCIiC'3; Y L 1 It,AN
1
I y"o 50-PSAN
F �� ��®••�.:r• ��i i n
1 E,..jCONC6L404L'KLTOOD D.A. 4 iry �� •� &°• /moi II
�..
..I - N0.70582 •, I
4... _ ..@� COUNTER TOP CONDITION
_............ (PASS THRU WINDOW)
MAX SHUTTER HEIGHT-6 FT, q�� 8'dOf �. 'drawing no.
yid;•.;tomo►..' ` 14-02
FL #16984 ®OPJRLL ;L�`� jl6:n=ee:_T R7a-:-r7w:--
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