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.k* FL.16984-R2 l
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 3avad.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 Sputters
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 3avad 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' ]esus Gonzalez,P.E.
'Y- Validation Checklist-Hardcopy Received
Certificate of Independence FL16984 R2 COI SS-Regency 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:/Maridabuilding.org/p.r/pr app d.aspx?param=wGEVXQwtDgvBwYu9TrZNm7QkOEIOji4oJwyXa9FHrhi2HgFgUQVL7w%3d%3d 1/2
313012018 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 II SS-Reoe• ney Aluminum Accordion Shutter-
Approved for use outside HVHZ:Yes 2017 DWG W14-02.p-df
Impact Resistant.Yes Verified By:Javad Ahmad PIE 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-Reoen Aluminum Accordlan Shutter-
PAE 2017.pd
Created by Independent Third Party:Yes
Contact us::2601111air Stone Road.Tallahassee FL 32399 phone: 8
2 �1 24
The State of Florida is an AA/EEO employer.copyright 2007-2013 State of Florida. Eftvacy 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 mall.If you have any questions,please contact 850.487.1395.*Pursuantto.Sectfon
455.275(t),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.It 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'hem.
Product Approval Accepts:
Credit Card
Safe
SO=
https:ltfloridabuilding.orgipr/prl_app_00.aspx?param--wGEVXQwtDqvBwYp9TrZNm7QkQElOjl4ojwyXa9FHffif2HgFqUQVL7wOA3d%3d 212
AL FAR4OQ CORPORATION k
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
PRODUCT.APPROVAL EVALUATION l
RULE CHAPTER#61 G20-3*METHOD 1 OPTION D.
FL 16984
Date: 22/13/2017
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 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)
q TE57 ;DESCRIPTION: TESTLOCATION� TEST REPORT 'Test
7' F s 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 02/27/2069 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:
. `,.•-ATPD HQgq}}',,
o 70592
. rte_
STA F}' OF .�
- :o�F'•.�p p SOP'\•����
Javad Ahmad PE#70592 •�,SS��......;:�` Sealed:1211412017
Al-Farooq Corporation EB#3538
9360 Sunset Drive STE 220 Miami,FL 33173 T:305.264.8100 F:305.262.6978 www.afceng.com alfaroog@afcens.com
DEFLECTION CURVE AT TBH PSF m SLAT PERFORMANCE CHART flu
V ACCORDION SHUTTER LI•6622854 N POSITIVE LOw � o
DEFLECTION CURVE FOR POSITIVE LOADS ONLY � m Po,nsaLOA •�
•"I NEOATIYC LOAD GFAWS1 OR 2"FOR P09.LOAD Z m
• EI•79227 Q q Q
A • 6PAN .27 FOR FOR NEO•LOAD
zm m �og
I
FAH-TV N
LI
log
LA. LL IM
W En Q
(L
A "I 0
Z
60 70 80 90 lee 110 120 130 140 160 H
SLAT SPAN - INCHES W En
0
MINIMUM SEPARATION FROM GLASS CD
SEPARATION READ. DUE TO WIND LOAD I SEPARATION REOD.DUE TO1g,
' m p
SHUTTER SPAN:H IN. LARGE MISSILE IMPACT r
DESIGN LOAD Pd PSF FOR SLAT SEPARATION
FACTOR ICK Pd/100 IN. SPANS UPTO y N
READING FROM SPAN D.CURVE-0 IN. g8'
DEFLECTION AT.Pd K•O.
N. 120'
MIN.SEPARATION READ.- K*D+1'- N. tE0' N
• FOR INSTALLATIONS UPTO 30'OF GRADE USE MAXIMUM OF WIND LOAD OR IMPACT LOAD m
REQUIREMENTS SHOWN ABOVE 3e
FOR INSTALLATIONS ABOVE JO'OF GRADE IGNORE LARGE MISSILE IMPACT REQUIREMENT. q
NOM NO PART OF SHUTTER SHALL BE RIMOLR 3W ABOK GAM[TO WANE LARGE MISSILE IMPACT REQUIREMENT.
ro
USE SPAN DEFLECTION CHART TO CALCULATE SEPARATION FROM GLASS (U C�
LARGE MISSILE IMPACT RESISTANT PRODUCT FOR INSTALLATIONS IN HIGH VELOCITY HURRICANE ZONES. 60 70 80 90 100 110• 'illy 130 148 ISO
COMPLY WITH-TAS 202,201 AND 203 OF FBG. GLASS SEPARATION NOT REQUIRED FOR INSTALLATIONS OUTSIDE SLAT SPAN - INCHES
HIGH VELOCITY HURRICANE ZONE AREA
USE SLAT PERFORMANCE CHART TO VERIFY SLAT CAPACITY
GENERAL NDTES FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION.
L THIS PRODUCT FUS BEEN DESIGNED AND TESTED TO COMPLY WITH THE c 11 12
REQUIREMENTS OF THE 2014(51H EDITION)/2017 (STH EDIRON) FLORIDA DESIGN LOADS SHALL BE-CALCULATED AS PER REQUIREMENTS D ggqS B
ggg
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). OF ASCE 7-10, c
& DESAANNDICN�rc RIA FOR FACTORS ALUMINUM, MINIMUM MECHANICAL
E WITH THE
PRALUEMIIiNiUUM
CONSTRUCTION MANUAL'LATEST EDITION.
3. ALUMINUM ALLOYS:ALL EXTRUSIONS SHALL BE ALLOY AS SHOWN
4, MATERIALS INCLUDING BUT NOT LIMITED TO STEEgETAL SCREWS,THAT .Q O&N
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE PRODUCT MARKING g
REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG.CODE h ADOPTED STANDARDS. FL #16984
S. ANCHORS SHALL BE CORROSION RESISTANT,SPACED AS SHOWN ON DETAILS A LABEL SHALL BE AFFIXED ON LOCKING MEMBER OF UNIT °e m
ABOVE LOCK WITH THE FOLLOWING STATEMENT.
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE L I I IAA _
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND `� bTY . r
NATIONAL APPROVED SHUTTER ASSOCIATION INSTALLATION OF lHl9 PRODUCT BASED ON THIS PRODUCT LVALUATION �� �F+? ...,,,�9. E
6. ALL BOLTS SHALL BE STAINLESS STEER.,ALUMINUM ALLOY 2024-T4 8717 N.W. 117 STREET SURE #1 PROVIDED HE/SME DOES NOT DE4IATE FROM THE CONDITIONS DETAILED �� �B:••' QEN 'a}f
L OR 7075-78, OR PLATED STEEL, WING NUTS TO BE OF ZINC ALLOY. ON THIS DOCUMENT.
7• DESIGN CRUM FOR SLATS MUL DEFLECTION 4.THE LESSER OF L,/30 OR 2'. HIALEAH GARDENS, FL. 33018 ���� EVALUATION DOCUMENT WILL BE CONSIDERED INVALID ff No.70592 $
B, THIS PRODUCT APPROVAL IS GENERIC AND OES NOT PROVIDE INFORMATION C-SRE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ° - 6
FOR
RSTA SITE SPECIFIC
PROJECT,
RC TMIS PRODUCT MAO)SEALING THISPRODUCT,
OP,ADEQUACY
FOR ENGINEER GI ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EOR.) Ci '� 'b
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 DELEGATED O F drawing no.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LA,7 THE STHE i
AND TO BE REVIEWED BY BUILDING OFFICIAL.
SPECIFIC DRAWINGS FOR REVIEW. �i� s'•;h•�R1C�`••'���� 14—�2
g, A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF FOR INSTALLATION DETAILS SEE SHEETS 3 THRU 8. D nrt P O;iTSiIONAL SHALL BEAR THE
O rRE AND
ORD THATTPPREPSEAL W IT&ONATURE OF ASOQN/�LT�Q`��% st,eet Of
ANCHORS INTO WOOD ONLY.
Sealed:1 2J1 412017
F
• V
4.871 3.115 3.115 8.000 a
4.032 1.002 2082 � .125
.625 .125
` �1.265� 1.137
.258 1.975
.125 TYP.
8.241 R.112 2.800 1.265-�{. 1.237 1.000 % 1%B"
R.303 R.174 L
'S� .718 2%8% 1/6'
8063-T8 .738
4.638 '718 I IN H eD R BUILT-OLIT ANGLES y
4.032 8063-TB 6063-T6 O pj
I HEet1_CR q T�
.049 0063-T8 4,115 Q O
-3.062R. o uir`
4.115 � Q
R.303241 1.000 1.062•--^I 1.1 2.082
A FLOATER SLAT I 2,600 bS
6083-TB � 780 .128
' .� � f -11^-1.288 1'237
R303�.062 2'� F'1.268 1'237 I 3� .
.800 I
718 p ado
1.807 832 1.780 �
M
.718 ALT. 1" BUILT-OUT WALL HEADER w
1.e10
6083-TB
FEMALE END SLAT 1" BUILT-OUT WALL H e ER 1.126
6063-76 6063-T6 9.115 ' .079 1j o
r_
1-2.040 6.119 4.082 1.044
1.630
2.000 2.062 MB DDED TRACK Z'
.078 2A00 8083-TB r
.790 .126 2.082 P: 0 m= -
2.120 1.000 1.970 2250 2.444 •�-- ,125 1.715 .718 O
3.350 !
2.00D 1.285 7 1 1.0I00?1.484-
8 1 .078
510 �•-1.208-�{ �7 L
2.226 .832 I I.718 L044 0
2441
718
4167-
FEMALE LOCKING SLAT
6083-T6 2- BUILT-OUT WALL HEADER ALT, 7" BUILT-OUT WALL HEADER THRESHOLD TRACK
6063-T8 6063-T8 6003-T6
-2.070-
-1. 583 3.115 o v
.716 1.716 ,060 .2.605 FL '16984
.078- .405 5 .080
F2.250 1.970 1.000 500 ```77 11111��'' •. ^
2.444 2.126 •�•�-- .076
T 062 1.378 1.297 1.297 ` �;•• pep•• �i� 4
.698 80 1.636 875 .094 .094 i
L- � i _ Na.70692 - 333
.514 1.044 1.358 .184 .184 1.000
2.258
2834 2.808 3.805
2471 ;O F drawing no.
M.
MALE LBOC8KIN6G SLAT LOCKIN S ATB INSERT BOTTOM MALL TRACK BOT W TTR CK6063-T6BAbMM ALT, BOTTOM TRACK ADAPTER lop HAL Bheet Q of
Sealed:12114/2017
WALL MOUNTS INSIDE MOUNTS SHUTTER WIDTH tljjyly7���
AN R BLOC�, AttOHOR J — B t
Ed
Lq
01
NYLON WHEELS
�
IN METAWC BUSHINGTYR
vz� 'D y
N _ s
I
.390 MAX,YP . I
I
I
F
�l . I 1/2'OUB X 11/18`LONG
w I N BUSHING q '
A � tttl I
1/2'DLL X ij2'LONG
NYLON BUSHING
TYP. SF �
A
S14 X T/ST 2S-3 Imo- Ol
TYP, ,f7 q
o TYPICAELEVATION
8� "
zg
1
OF
I �y
I
" — q,�.C7TO,sNso MAX
I HING Ti/YPz.`
lX 11/16-LONG
NYLOBSHIN
1/ONDBl X 11/ LONG
SANCHOR
—•
tI �B }}�yylEa�Nc�pX.•�
I CHOR
IIII
'L0
ANCHORS
SAME AS HEADER SEON 8-
-4USoc0 k
(Q
ec
140,701592
Ed;TYPICAL EOGE DISTANCE �SHgTiARTE
0 F' drawing no.
FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEETS 1 do 2; CONO.4 BLOCK SZd(12 ANCHOR DIAMETERS} HEADER AND SILL DETAILS CAN BE rir; ' .. p' � t� -02
FOR WDDD iNSTALtATiDNS SEE SHEET 6. �R LFETSER EDGE DISTANCES SEE SHEET 7 Of 7. usED IN ANY COMBINA7{ONS, r S/ 4FL #16984 rJ......11 i sheet 3 at
Sealed:12/14/2017
BUILT-OUT CONDRION BUILT-OUT HEADER ALT. BUILT-OUT HEADER H
OR CORmqAL
CONQ
+ 31/4'
$ElF DRILUNG SCREWS
AT B'O.C. _ a
Ed Ed..\ O
'\ I N I X8``0 I ZgxQf
ii
I 00
I I I 1 �
2%3X1/8' a
j /
2X6% I I E
ALUM ANOLi�8' I l WD I I I I
A 6083-TO M
C OR GW�{
�C
M
W I!1
ANCHOR
b n
PA I
I
/10 X 3/4'TEKS
- _ #10 X 3/4'TEKSI I AT 8'O.C. I I o
NS
AT S'O.C.-\ 72
Ed I
¢10%3/4_
sEIF DRILwu�RC SCREWS
AT 8.O.C.
' 2XIX 1 8' r/w000v
2 X 4 X 1'1%/8' 14 DRI/U1NC SCREWS ALUM6ANGLE AT 8'O.C. ANCHOR i0 R META1l\ c
MMMMMW
y�0 8083-T8 _ _ _BLOCK _ _ 11 I
METAL � _ - - - - -\'p� ,e��
ANCHOR - - ���`� •Ay ����
I,
-44
Tmu
- - -
I ICi B F cl ALT. ADJUSTABLE SILL
_
Smnf)N C-
_ - _ �g��• OP rowing�no.'
mpro
aC c+''•
HEADED R AND N ANY ILL DE-rAdLs CAN BE FL y 16984 , 5/��A9i1`;; ��` $h14—O2USE7
Tt Sealed:12/14/2017
FLOATER SLAT
OPTION
A\V\
C, TYPE ANCHORS TYPE
O.C.MAX. AT 18'O.C.MAX. gill
CONC. __
BLACK
111 0
METAL METAL
FOR.MIN. SEPARATION O
1 X 1 X .083° SEE SCH,SHEET I CLASS Q�
ALUM ANGLE MP) (IYPLCAL.) F
FOR ENO CONDITION 55
O BUILT-0LR SEE x
DETAIL LEFT fn
J' NI Z y g
LOCKHANDLE
INSTAL ED SECTION D-D n d
INSIDE OR OUTSIDE L =F
CONC,
BLOCK
` yy00A '
MM�nT� o
IX X.093' 2X2 X 1/8' .
1-1/2 X 2 X.093' 2 X S X 1/8'
2 x2 x.093• f2l��O.LE
'
2 X 3 X.083' q 10 X 3/4' TEKS
f—2 X 4 X.093' #12. 303-TB)
2X8 X.093' ..
ALUM ANGLE AS'
REM
AT BUILT-OUT
CONDffIONS d
S 10 X 3/4"TEKS 10 3X/ANG
1-1/2 x 3 x 1/8'
ALUM ANGLE `�A�AD,M ~
TOP k BOTTOM �P.• ENBeCONS N0.70582 * 333
END CONDITION AT BUILT—OUT
FIXED CORNER DETAIL drawing no,
FL #169134 �11 NAL sheet bof 7
Seeled:12114/2017
(3) 1/4'LAG.SCREWS O EACH RAFTER FASTENERS ���
2'MIN.PENETRATION AS ERPSCHEOULES
W/ 1-1/2'MIN. PENEIRATJO
8. „1 TO EXISTING xxWOOD HEADER
ALUMANDCONT. t':5. 2 X 4 X ��� �E��
t I • F;WOOD S . 2 x 5ANOLE B �+
0 SOFFIT
2' 2'
014 X 11 HEX HEAD :,5�•
SELF DRILLING SCREWSa 6-
QI
DHE
ADER
REQUIRED
MW,2z4 MEMBERS
MIN.S.O..0.51EXSTING WOOD TRUSSES
^ a
'
.� 14 X 4'-TB(S .7
HEADER CONNECTION TO WOOD TRUSSEc_
FOR SH1117ER HEIGHT OF 72'MA%. DESGN LOAD_ 70 PSF In�
FOR SHUTTER HEIGHT OF e4'MAX.DESIGN LOAD 60 PSF '--+'• '•:•• ••• a9 M
FOR SHUTTER Hd0W OF 96'MAX.DESIGN LOAD. 52 PSF
FOR SHUTTER HEIGHT OF 109'MAX.DESIGN LOAD-46 PST to '
;sy S Vf
T-L Eo. _o
O 24�O,CD �—
I I REO IRE WOOD STU FASTENERS UP
_
O 24°O.C, ti;I SEE SCHEDULES
p10%3/4•TEKS REOU D ON SHEETS 2 k 3
e 61 MC. 'r: � J
1 I 1'X 4'X 1,6'CONT.ALL)M TUBE
W/(3) 1/4 0 X 4'LAG SCREWS 2'X 6'CONT.
O EACH SND W 2°MIN PENETRATION W/(3) 1/4'0 X 5'LAG SCREWS
INTO EXISTING STUD O EACH STUD W/2'MIN PENETRATION
INTO EXISTING STUD e
FOR SHUTTER HEIGHT OF 64°MAX. DESIGN LOAD- 60 PSF
3/4' I
FOR SHUTTER HEIGHT OF 96'MAX. DES GN LOAD 52 PSF
-� FOR SHUTTER HEIGHT OF 106' MAX.DESIGN LOAD 46 PSF
a' FOR SHUTTER HEIGHT OF 120'MAX.DESIGN LOAD 42 PSF
d INSTALLATION DETAIL ON EXISTING WOOD BUCKS rru,vti,
9 ° 2z4z 1/6' q
2 x 6 x 1/6”ALUM,ANGLES ABOVE DETAILS SHOWS CONNECTION OF 2K4 BUCK k 1%4 ALUM TUBE TO WORD STUDS 1D
'n PROVIDE A CONTINUOUS SURFACE FOR SHUTTER INSTALLATION,
' n 1/4'THRU BOLT W/WASHER[c NUT FOR INSTALLATION DETAILS OF HEADER/SILL 70 CONTINUOUS WOOD MEMBERS SEE'SHEEIS 3 THRU 4.
AT 7-1/4'O.C.FOR LOADS UPTO 40 PSF 1 1
AT B-3/4"O.C.FOR LOADS UPTO 50 PSF ``\`AU. l I �qANCIJ /'
ANCHOR '�i 1
TYPE _ _ +A 1� _ ` � No 70592
r.• -
COUNTER TOP CONDITION
(PASS THRU WINDOW) 7� .
MAX SHUTTER HEIGHT a FT. �O F drawing no,
........T:r.•�a��`+ 14-02
FL #16984 1 fill% sheet 6 of
Seeled:12f1412017
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