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_ FL16984-R2
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@gmaii.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
j (239)225-9041
cyates@jupiter-industries.com
I
Quality Assurance Representative
Address/Phone/Email
i
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.
Validation Checklist-Hardcopy Received
Certificate of Independence FL16984 R2 COI SS-Regen Aluminum Accordion Shutter-CI 2017.pdf
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
https /floddabuilding.org/pr/pr app OH.asps?param=wGEVXQwtDgvBwYu9TrZNm7QkQE10ii4oJwyXagFHrhl2HgFgUQVL.7w%3d%3d 1/2
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AL-FAROOQ CORPORATION
CONSULTING ENGINEERS &- PRODUCT DEVELOPMENT
PRODUCT APPROVAL EVALUATION
RULE CHAPTER#61G20-3•METHOD 1 OPTION D
FL 16984
Date:12/1312017
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:1SO"
I
Maximum Load:+200 PSF,-200 PSF(Large Missile Impact)
Installation Drawings#W14-02
I
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)
T TEST DESCRIPTION. TEST LOCATIONS TEST
}REPORT '.TEST s :Test
REPORTS#;� _f rt_ Sealedgby
ASTM E330&TAS Uniform Static Fenestration 02/27/2009 ~F r-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.
j (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�aaavp0,ANry�'��i,
� ���� �_P-•AGE �O ':
No 70592�
— :�
ST 'Fj� OF
°R`•� Sealed:12/14/2017
Javad Ahmad PE#70592 ��i,S�ONAtEaaa�
«Iaupaaa
AI-Farooq Corporation EB#3538
9360 Sunset Drive STE 220 1 Miami,FL 33173 T:305.264.8100 F:305.262.6978 www.afceng.com ( alfaroogc@afcene.com
i
3MI2018 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 02/13/2018
i
Summary of Product's
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 II SS-Reaencv Aluminum Accordion Shutter-
Approved for use outside HVHZ:Yes 2017 DWG W14-02.Ddf
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 Accordian Shutter-
PAE 2017.Ddf
Created by Independent Third Party:Yes
Sack Next
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-407-1824
The State of Florida Is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy 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 650.487.1395.'Pursuant to Section
45S.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 4S5,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the Pcensee.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 dickb .
Product Approval Accepts:
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®pgg aou
Credit Card
Safe
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v DEFLECTION CURVE AT 100 PSF � SLAT PERFORMANCE CHART �V
ACCORDION SHUTTER E -8622694 FMITSVC LDAO
DEFLECTION CURVE FORMS•uuau POSITIVE LOADS ONLY T VM40 OR 21FDR POf LDAD
RCCATZK{NO O
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1RANA9.27 LD7 FOR KC,LOAD
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6e 7.0 ee ee lee 11e ize 13e iae ise
SLAT SPAN - INCHES OID
z oD
MINIMUM SEPARATION FROM CLASS
SEPARATION REOD.DUE TO WIND LOAD SEPARATION READ.DUE TO
SHUTTER SPAN-H IN. URGE MISSILE IMPACT
DESIGN LOAD Pd. PSF FOR SLAT SEPARATIONFACTOfl K-Pd/100 IN. SPANS UPW In
READING FROM SPAN D.CURVE-D- IN. ME• 2-1 6'
DEFLECTION AT Pd-K•D.- IN. 120*MIN.SEPARATION READ.-K•D+1'. IN. 1D0' 3-1.4 N
FOR INSTALLATIONS UPTO 30'OF GRADE USE MAXIMUM OF WIND LOAD OR IMPACT LOAD I2
REQUIREMENTS;SHOWN ABOVE
FOR INSTALLATIONS ABOVE 30'OF GRADE IGNORE LARDS MISSILE UAP=REQUIREMENT. O � tD
NOI6 NO OF 91U11EI1 6HML aC 41DDt JD'MOVE GRADE M WAA2 WIDE YlaMilE KPACT MMUIRMIM,I AR
USE SPAN DEFECTION CHART TO CALCULATE SEPARATION FROM CLASS N
LARGE MISSILE IMPACT RESISTANT PRODUCE FOR INSTALLATIONS IN HIGH VELOCITY HURRICANE ZONES. 68 70 8e 90 100 lie, 120 130 140 160
COMPLY WITH TAS 202, 201 AND 203 OF FSC. GLASS SEPARATION NOT REQUIRED FOR INSTALLATIONS OUTSIDE SLAT SPAN - INCHES
HIGH VELOCITY HURRICANE ZONE AREA
GENERAL NOTES FOR
SLAT PERFORMANCE CHART Tb VERIFY SLAT CAPACITY
THE REWIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. ^�
1. THIS PRODUCT HAS BEEN DFSIONED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014(STH EDITION)/2017 (0111 EDITION)RMDA DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS B B
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ).
Of ASCE 7-10.
2 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 ALLOY AS SHOWN
4. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREYRS.THAT o gg'• "
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE PRODUCT MARKING 8
REQUIREMENTS OF THE 201 LE ADOPTED FLORIDA 8LD0.CODE ADOPTED STANDARDS ----�--
B. ANCHORS SHALL BE CORROSION RESISTANT,SPACED AS SHOWN ON DETAILS A LABEL SHALL BE AFFIXED ON LOCIONO MEMBER OF UNIT _ FL #18984 <m
ABOVE LOCK WITH THE FOLLOWING STATEMENT.
AND INSTALLED SHALL
PER BEYOND INSTRUCTIONS. OR STUCCO.
EMBEDMENT TO BASE f t
MATERIAL SHALL BE BEYOND WALL DRESSING OR SNCCO. A-CONTRACTOR TO BE RESPONSIBLE FOR THE PRODUCT
REVISE A \
NATIONAL APPROVED SHUTTER ASSOCIATION AL //
OR INS CT ON
NOT DEWTE FROM THE CONDITIONS DLTAULD 6. ALL BOLTS SHALL STAINLESS STEEL,ALUMINUM ALLOY 4 8717 N.W. 117 STREET SUITE PRONDEDn HE/SHE DOES
1 �Q •VGFsj"
OR 7076-76, OR PLATED STEEL.WING NUTS TO BE OF ZINCC ALLOY. HIALEAH GARDENS, FL. 33018 ON THIS DOCUMENT.
7. DESIGN CRITERIA,FOR SLATS:MAX DEFLECTION S THE LESSER OF L/30 OR 2'. B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF 3
e, THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION ALTERED BY ANY Mom• No,7061I2 -
FOR ASITE SPECIFIC PROJECT.to.LIFE SAFETY OF THIS PRODUCT ADEQUACY C-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA RECISMw. - yp
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR FORTH oR OJE CT A W��+B.BE THE NSINFA OF RTHEEOM ROPER _ • b
WATER INFILTRATION RESISTANCE ETC. _ FOR THE PROJECT AND EWHONGINEER
WILL BE RESPONSIBLE FOR THE PROPERL, -
USE EE THE P.E.C.ENGINEER OF RECORD,ACO T S A DELEGATED F • ,�� draWing no.
CONDITIONS NOT SHOWN IN THIS DMWINO ARE 70 BE ANALYZED SEPARATELY, EHCEN[ER TO THE P.CD.ETJpNF2R 9iW1 SUSYD TO THIS THE
SRE � ''.
AND TO BE REVIEWED BY BUILDINO OFFICIAL.. SPECIFIC DRAWINGS MR REVIEW. ?4�!!;�""''p�� 14-02
9. ANCHORS INTO WOW INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF FOR INSTALLATION DETAILS SEE SHEETS 3 THRU 6. o nff r iERDREssw�E�N�OF RM=MAT P ONOWAL��t.DG���� //"j"
Sealed:12(1412017
4. � .. ..
4.571 3.115 3.115 5.000 V
4.032 k2.82 V12 .125
,626 .125
__ 7 - tz5 TIP..259 2.000R.30J241 R.1122.BQ0 45 1'237 p%34I �______ 2 x6 2%
8083-TB .738
4.038 16 CEIIJNG HEADER BUILT-OUT ANGLES
4 0'0 6083-TB 6003-TB
W II HEADER
,048 6063-70 4.115 O<
J,b02
4.118
R.241 1.000 2.082 1.250 2.062
R,303 1 1�
FLOATER SLAT 129 2.600 `-
6063-T6 .75�0 C(E
�,.289-q �7 7
R.303 r.062 2.800 1.78S-+I 1'2J7 Ij
.500 3331rrr 1 �1[
716 o ago
1.507 Z2 1.760
718 ALT. i' BUILT-OUT WALLHEADER ]
1.810 6083-116
FR%LE Mn SLAT �" BILT-OUT WALL HEADER 1.125 .076
6083-To 6083-76 &115
1p
4.082
2A40 b.i 10 1'044
1.830
2.000 2.062 EMBEDDED TRACK n
.076 6083-T6 L
.125 2000 2.062
2.120 1.� 1.070 2.1502 7�- J,3S0 A25 1.725 .718 C�
L-fLL - 1
2800 1.205+{ A70
1.237
L265 1.237 "Coo S01
S10 ,8J2 r
2.225 .716 �1.464 1.044
e
2441 .71p
FEMALE187
LOCKING SLAT " Alr. �" BUILT-OLR WALL HEencp TIfRESHOLD TRACK
6063-T6 ',f BUILT-OUT WALL HEADER -
6083-T0 60B3-T8 8063-TB
2.070
Lb55 3.115 o
sea M725 .080 1805 FL #16984
,078 .409 .080
,1�-1 1 It,
2.250 1.970 tA00 500 `��'p►"' ;2.120 1,3751.2C7 1.297 y�'VOEN"-'•;858 082 660 1.838 .075 I 004L OD4 Na 70M.514 ,}- .154 .154 1.0002.208 269 _. 2.8092,471 - �Q'' A drGWIng no.
14-02
MALE LOCKING SLAT LOCKING SLAT INS INSERC EOTMM SILL TRACK BOTTOM TRACK ADAF[ER (U"T. BOTTOM TRACK ADAPTER .111 S/O�}AL�' %`
6063-TS 8083-T6 6083-TS 0003-76 6083-T6 1 11 sheet 0(
Sepled:12/14/2017
WAIL MOUNTS MUM MOUNTS SHUTTER WIDTH �v
TM IM17AO
_ _ — — A �
:S
/ I 1O. T5 z
—NYLON WHEELS
DI METAWC BUSHING
TYP. D D
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a5D MAX TYP ; � $
r Mk
.Ed 8 ' I 1M/'LGN BUSHWO/,B'LONG
F}$j
W D I TYP.
I I 1 1 I
1/2'DIA.X 1/2'LONG
NYLON BUSHT(NPO A
ST/ST 2SCRE/'p5 C� C ;eaQQO
TYPICAL ELEVATION
� to
° ° III .350 M 7P I
D B A.0 S%H ING
16'LONG
TV.
1/2•DW X 11/1 LONG
NYLON BUSHING N
-f
y0� ANCHO R
tr�3N
L$�ou RB
SAME AS HEADER -
��
CFI _ _ _ ,SECTION R—R — — _ `��� ,4w. ....
VCBNB(r'• C
No.70682
. _ - - %A•'• �: drawing b n
Ed•TYPICAL EOt,E DISTANCE ANCHORS.EMBEDMENT d EDGE
coNC ak BLOCK. 12d(12 ANCHOR DIAMETERS) DISGKCEs SNowN ARE BEYOND 'ice 14-02
FOR GENERAL NOTES AND EXRtUSION DETAILS SEE SHEETS , dt 2. WOOD.8d HEADER AND SILL OETAlLS CAN BE THE WALL k FfAOR f�VENINO
FOR WOOD INSTAUATIONS SEE SHEET 6. fIDR LESSER EDGE DISGNCES SEE SHEET 7 CF 7. USED IN ANY COMBINATIONS. (sNCCO,•TILES,ETC,) FL #18984 TONAL sheet
3 of
Sealed:1211412017
BUILT—OUT CONDf110N BUILT—OUT HEADER ALT, BUILT—OUi HEADER
\ ANCHORI MT TP USE
CR
_ C40
���---- CON— Q
SELF DRILLING SCREWS
AT E'O.C. _ O
6
I �
Ed N I EA'S004
�y
I
I I I I I I I
Tyc
xx\
2X5XT2 X 3 X 1/8' fig(
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5003—T8 I 1 M t I I I
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ANCHOR]- WART 10
$ e
3
_IWOODIMUAU63
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/10XAT8"OC� I u
AT8'OR• I I
10 X 3 4
EIF 0RN0 SCREWS
AT 8'O.C.
2 X 3 X I
2X4X1/Be• C �B
6 � D SCREWS WOOD
ALUMANOE " AT 8D.C. OR / , wM
W 83—T851
°
ADJUSTABLE SILL ALI ADJUSTABLE SILL =
SECTION C—C �� OF drowinp no.
14-02
USSEED IN ANY CFR AND ILL DUAILS CAN MBINATIONS. BE FL #16984 ��'ss/�WAt ��
+ q� sheet of
Sealed:1211412017
i
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F `
le
FLOATER SLAT
ANCHORS TYPE OPTION ANCHORS TYPE y( .
A,0 C.D,EOR0 A,D,O,D,EORO gz
T 18'O.C.MAX. AT fe'O.C.MAX.
CON
B CONC. CK
K — — — — — — — — — — — — - _========= ======- — _ _- BLOC.
---------------- ------ ---------- -- WOODD. �
FOR MIN. SEPARATION /
1 X 1 X.093' SEEI 1 GLASS
ALUM ANGLE(1YP)
FOR END CO MN
O BUILT-OUT SEE
DETAIL LEFT Zpp
IA"
Z
LOCK HANDLE CAN
BE INSTALLED SECTION D-D _
INSIDE OR OUTSIDE
BBLOCIC
• yIODA
Ef
1 X2xx.O9J' 2t\
X3X1%B'
1-1/2 X 20.09-5 2 X 4 X 1/8'
27xX�2XXx.Qp099p3: 2 X 6 X 1/8'
�-2 X 3 X.0A3: N f0 X 3/4' TEKS ALUM TUBE(6083-TE)
2X5 X.093 e12.O.C.
ALUM ANGLE AS
18NOITIONSBUILT-OUT o
00 010
3/ EKS
10 X 3/ EKS W
/O12O
_ c
• 1-1/2 x 3 x 1/0' `L1111 NlYII�I
ALUM ANGLE
TOP&BOTTOM
x X X x 1/4'F TAPCON9 No.76S92
2/ANGLE
END CONDMON AT BUILT-0 Ui RXED CORNER DE ALIL %c� �� drawing no.
14-02
FL #16984 NA6 ` sheet
7JI
Seeled:1211412017
(1) 1/4'LTA.SCREWS O EACH RAFTER r`
2'MIN.PENETRA7TON PER V
W/ MIN.PENETRATION
2%5 X 1/9' S TO IXISRNO WOOD HEADER 47--Jj
ALUM ANG CUNT. ,�:.� 2% X 1%e' 0
2 X 5 X_1[0'
i/4•PLYWOOD •,{S ALUM ANaOttJ�: A66
G SOPAT ':+•' I p
2' 2'
1,
R14 X 1'HEX HEAD ;I
SELF DRILLING SCREWS
B 6.D.C. � t.i•.}} ..5�
OUSTING WOOD TRUSSES I I WOOD HEADER O
O 24"O.C. I I REQUIRED bq!{
MIN.2z4 MEMBERS
MIN. S.O.-0.51
I I
/ 14 X 3/4°TENS
8 B'O.C.
IaFenER rONNECTION TO WOOD TRUSSES
FOR SHUTTER HEIGHT OF'12 MA%. DESIGN LOAD.70 PSF
FOR SHUTTER FIEICHT OF B4`MA%. DESIGN LOAD 60 PS
F ,•
FOR SHUTTER HdOHT OF 96`MAX. DESIGN LOAD 52 PSF
FOR SHUTTER HEIGHT OF 108"MA). DESIGN LOAD 46 PSF ,
WOODtSTUD
1610
O.C.
REG I O4.'C .-[ SCHEDULES
010 X 3/4 TEKS U . FASTENERS SHEETS 2&3
I I I X 4'X•1,9'CONr.ALUM TUBE
W/(3) 1/4 •x 4•LAO SCREWS 2'x 6.OONr.
O EACH STUD W/2•MIN PENETRATON W/(3) 1/4'0 x 5'LAO SCREWS
INTO EXISTING D O EACH STUD W/2'MIN PENETRATION
INTO E%ISm STUD
FOR SHLRTER HdGfif OF 84'MA%.DESIGN LOAD e0 PSF
FOR SHUTTER HdOHT OF 90'MAX.DESIGN LOAD 52 PSF
FOR SHUTTER HEIGHT OF 10e MAX. DESIGN LOAD 46 PSF
a' FOR SHUTTER HEIGHT OF 120'MAX. DESIGN LOAD 42 PSF
INSTALLATION DETAIL ON EXISTING WOOD BUCKS„ec,I},�,•
2z4z1/e' M
2 z 5 z 1/8"ALUM.ANGLES ABOVE DETAILS SHOWS CONNECTION OF 2X4 BUCK& 1X4 ALUM TUBE TO WOOD STUDS TO
PROVIDE A CONTINUOUS SURFACE FOR SHUTTER INSTALLATION.
• 1/4'THRU BOLT W/WASHER&NUT FOR INSTALLATION DETAILS OF HENMWSILL TO CONTINUOUS WOOD MEMBERS SEE SHEETS 3 THRU 4. °
O.C.FOR LOADS UPTO 40 PSF
AT 5-3/4AT 'O.C.FOR LOADS UPTO 50 PSF T1111 F//// ♦l
ANTYPCHEOR � ,,�� S B
;7- .
S ` `LOBTIN+Itr ii 3S ,3
No.70592 u
rril It1fl f4R TOP CONDITION
(PASS THRU WINDOW) n
MAX SHUTTER HEIGHT a FT. drowi9 no.
%�V•'''• �Or.••.`��.
'�''' ....... a 14-02
FL #16984 ' �ilill % ahaet 8 oT 7
Seeled:1211412017
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EMBEDMENT
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