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PfQ 2SSiQ11a( S, , 01 Product Approval
(( 1 USL/ USER:Public User
Regulation
Product Approval Menu>Product or Application Search>Application List>Application Detail.
*' FL# FL16984-R1
Y r Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer National Approved Shutter Association LLC
Address/Phone/Email 8717 NW 117 Street
Suite I
Miami Gardenr FL.33018
(786)621-6706
paioucks@gmall.com
Authorized Signature Javad Ahmad
alfarooq@afceng.com
Technical Representative
Address/Phone/Email
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
Ri 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&Management Institute
Quality Assurance Contract Expiration Date 12/31/2015
Validated By Jesus Gonzalez,P.E.
i D Validation Checklist-Hardcopy Aecelved
Certificate of Independence FL16984 R1 COI SS-R oencv Alum Accordion Shutter(LMIl CI
014, d
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 I Option D
Date Submitted 05/07/2015
Date Validated 05/07/2015
Date Pending FBC Approval 05/18/2015
Date Approved 06/18/2015
Sununary of Products
FL If 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 RI 11 SS-Regency Alum.Accordion Shutter
Approved for use outside HV.HZ.Yes (LMI)14-02.0f.
Impact Resistant-Yes Ver'ffled;Bw.lavadAhmad.PE 7,0592-
Design Pressure:+2001-200 Created.t1Y 1rdePertdentTh#d.PartY,.-,Yes,
Other.See drawing 14-02 for span vs loadcombittatlons, Eval"Won Reports
and installation details. EL16984 RI AE SS-Regency Alum.Accordion Shutter
f!.Ml.)-PAE 2014.pd
j Created by Independent Third Party:Yes
[.arkj fft-tj
QR=U WO North Monroe 1�;eet.Wfviassee-Ft.32_M2hZ=.AW_-4a-.j§L4
The State OfFloddla,is an-ANEEO employer.CQmLdrft1ZHnz
Under Florida law,Mail addresses arepubfic recends.1l'youdoteat scant
mail to this entity.Instead,contact the ofteby phone or bytraditloaal maiL%f)=haveany
(1),Florida Statutes,effective Octdbet 1,2012,licensees licensed under Chapter 45S,ES�,WunPmie the Ceparisneatwith ad eman address if they have tree,yft
emalig Provided may he used foraMdw communication whin the ncemiee.,#ftwavar emsaa"m=,es-ars pubft mcor&Mywea=t wL-h 4,s-Mgqft a pwmnal aftess,
please Provide the Department with an emaw address which can be made available to-the pubic;To determine 4-,mu area ficensee,uoder Chapter 45S.F.s.,Mase'
Product Approval A=epts*
SLAT PERFORMANCE CHART }4,(J
DEFLECTION CURVE AT 100 PSF
IiN
ACCORDION SHUTTER EI-8622854
DEFLECTION CURVE FOR POSITIVE LOADS ONLY SIAN1cmE111 11 1-FOR IDS,LOAD
LOAD
U I
Cl.1926478
Gf-Amf39.27 FOR NEC.LOAD
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SLAT SPAN - INCHES 0 0 �01
GO 0
MINIMUM SEPARATION FROM GLASS
SEPARATION REED.DUE TO WIND LOAD SEPARAT-ON REGO.DUE TO In
SI UTTER SPAN -H IN. LARGE MISSILE IMPACT
OR T
I'd T IS)
DESIGN LOAD PSP i SEPARATION
FACTOR- K- Pd/100 IN. ID
IN
READING FROM SPAN D.CURVE- D IN. gs, C)
ECT ON AT Pd = K-0 EL
1 3 DO: I
DEFL <
MIN.SEPARATIONK-0+1" IN' Lf) <
OF NO LOAD R IMPACT ta.:
Fi-)riTN-sTALLAT6Ni ui�ro OF GRADE usi: WI 0 IMP LOAD
REQUIREMENTS SHOWN ABOVE
FOR INSTALLATIONS ABOVE 30'OF GRADE IGNORE LARGE MISSILE IMPACT REQUIREMENT.
NO7Ei NO PART OF SHUTTER SHALL BE UNDER 30'ADOW GRADE 70 Vil-VE LARGE MISSILE IMPACT REOUIRI :9
Z 00
USE SPAN DEFLECTION CHART TO CALCULATE SEPARATION FROM GLASS 160 70 (30 90 100 110 120 130 140 190
FOR INSTALLATIONS IN HIGH VELOCITY HURRICANE ZONES.
SLAT SPAN - INCHES
GLASS SEPARATION NOT REQUIRED FOR INSTALLATIONS OUTSIDE
HIGH VELOCITY HURRICANE ZONE AREA. I--------
USE SLAT PERFORMANCE CHART TO VERIFY SLAT CAPACITY
FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION.
LARGE MISSILE IMPACT RESISTANT PRODUCT -------"--- 0
COMPLY—--WITH--,,TAS---
202. 201 AND 203 OF F13-
DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS
OF ASCE 7-10.
GENERAL NOTE
1.THIS PRODUCT 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
2
AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM ''A-THIS PRODUCT EVALUI DOCUMENT(P-E.O.)PREPARE.BY FL #16984 01
CONSTRUCTION MANUAL" LATEST EDITION. A LABEL SHALL BE AFFIXED ON LOCKING MEMBER OF UNIT A ENGTI
IS GENERIC AND DOES NOT PRWDE NFORMATION F SITE CWC Le
3. ALUMINUM ALLOYS:ALL EXTRUSIONS SHALL BE ALLOY AS SHOWN ABOVE LOCK WITH THE FOLLOWING STATEMENT. PROJECT;L.,WHERE THE SITE CONDITIONS DEMTE FROM THE P.E.O.
4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE NATIONAL APPROVED SHUTTER ASSOCIATION le-CONTRACTOR 70 BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND
INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION I
GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH P O�OED HEISHE DOES NOT DEVATE FROM THE CONDrTiONS DETAILED •........
8717 NX 117 STREET SUITE #1
FEDERAL SPEC. NO.TTP-645, OR BE GALVANIZED.
HIALEAH GARDENS, FL. 33018 ORN THIS DOCUMENT. ee
5. ANCHORS SHALL 13E AS SHOWN ON DETAILS.ANCHOR EMBEDMENT TO BASE C-THS PRODUCT LVALUATON DOCUMENT,WILL BE CONSIDERED TNAUD IF
AL7"Eq BY AN"MEANS. No.70582 I T
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
E. ALL BOLTS SHALL BE STAINLESS STEEL. ALUMINUM ALLOY 2024-T4 D-SnE SPECIFIC PROJECTS SHALL 13E PREPARED BY A FLORIDA
REGISTERED
-T6, OR PLAT ENGINEER OR ARC144ECT WHICH M BECOME T14C ENGNEER or RECORD(E.O.R.)1lam_u
OR 7075 ED STEEL. WIND NUTS TO BE OF ZINC ALLOY. rOR THE PROJECT AND VIHO WILL BE RESPONSIBLE FOR THE PROPER JL
7. DESIGN CRITERIA FOR SLATS:MAX DEFLECTIONS THE LESSER OF L/30 OR 2'. USE OF THE P.E.G.ENGINEER OF RECORD,ACT�NG AS A DELEGATED
rawing
B. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN FINCIIIEER TO THE P.rD.EuGNEER SHALL SUBMIT TO THS LATTER THE SITE Cl OF rd�1���
1 14
THESE DETAILS ARE NOT PART OF THIS APPROVAL. SPECIFIC DRAWINGS FOR RENFNI,
0
9. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. E-THIS P.C.D.SHALL BEAR WE DATE AND ORIGINAL SEAL AND!DGNkTURE or
LF�R.INSTALLATION DETAILS SEE SHEETS 3 THRU 6 THE PROFESSIONAL ENCINLIL4 OF RECORD IIIIAT PREPARED IT.
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tt1 sheet Z_of 7�
6063-76 6063-T6 6063-T6 - 6063-T6 6063-T6 _
WALL MOUNTS INSIDE MOUNTS SHUTTER WIDTH
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SAME AS HEADER C - 5 _.2 ! A 6 /
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SECTION A—A E i.� _' _..__ SECTION B—B L— y_ --= !—_ \� `�������.p!��Q//�'�i'i
_ Y�Q
No.70592
----- - -
--__..--------- .SOF
CH ��A•.•• .. :.v` wing=-=-
Ed IYPICAL EDGE DISTANCE t_.__. AN ORS:EMBEDMENT&EDGE 61 �dr0 no. '
FOR—GEN NERAL NOTES AND EXTRUSIDN DETAILS SEE SHEETS 1 & 2. CONC.& BLOCK 12d (t2 AtJCHOR DWMETERS) ' HEADER AND SILL DETAILS CAN BEI DISTANCES SHOWN ARE BEYOND —
FOR WOOD INSTALLATIONS SEE SHEET 6. L FOR LESSER EDGE DISTANCES SEE SHEET 7 OF 7J _ _ I THE(STUC 0.TILWALL& ES E1C.)RINC FL •#16984 ''�iSf�NAI-���� sheet 3 of 7�
— USED IN ANY COMBINATIONS.
4—/
t
BUILT-OUT CONDITION
_____\___♦ - � � BUILT-OUT HEADER ANCMAORIT�._BUCHILATRT--OTtlUTUSEHEADE
6NCHDR' CHALUSE_ I "1
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BLOCK '{3p\ ALUM ANGLE AT 6"O.C. InNCHOR _CHART TO USE 1 f .,METAL/'/,/ IANCHOR CHART TO USE J II) •'METAL \ 0
WOOD/ \
6063-i6 1
TYPEy4NC,_HLOCK WOODrETAL / TYPE ~ itC: �, c 1
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ALT.
ALT. ADJUSTABLE SILL •'
SECTION C-C 5�
%' _ -
•% 0? OF A drawing no..I
'V�''•.�e. .•'Cy��.�
i HEADER AND SILL DETAILS CAN BE ��1S5+ ••O.Rw^''. 14-02� � _
USED IN ANY COMBINATIONS. FL #16984fi
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CL[FLOATER SLAT 0
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ANCHORS TYPE ANCHORS TYPE O e1
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BLOCK LL Z N 9 a
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ZIr III FOR MIN.SEPARATION lW��z--
SEE SCH.SHEET 1 -GLASS
t ALUM ANGLE(TYP) (TYPICAL) I c / t I-
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U{1J I
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ALUMANGLE AS
REGO
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CONDITIONS
00 010 x 3/4"TEKS r7 0l
_(( 10%3/4"TEKS 3/ANGLE '>
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X 1/4'0 TAP N0.70592 �_ I��!g0
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FIXED CORNER DETAIL p s+.OF (�� �drowing no.
FL #16984 NAL I%
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(3) 1/4"LAG. SCREWS 0 EACH RAFTER FASTENERS Ir �v IIZI
2"MIN.PENETRATION AS PER SCHEDULES
W/ 1-1/2"MIN. PENETRATION of
2 X 5 % 1/8" II I!I TO EXISTING WOOD HEADER -----J v
ALUM ANGLE CONT, 2%3% 18' \I
2 X 4 X 1%8" OF mID
12 X 5 X 1/8' t�Z N�o
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EXISTING WOOD TRUSSES i! U0 2
® 24.O.C. WOOD HEADER t In^� In
IAN. 2x4 MEMBERS i REQUIRED �(2 M Q J
MIN.S.G. - 0,51 I I;
f
� 1
' $ 14 X 3/4"TEKS • } !F
0 9"O.C. _ U
HEADER CONNECTION TO WOOD TRUSSES
FOR SHUTTER HEIGHT OF 72"MAX. DESIGN LOAD = 70 PSF ,j I I I o w
FOR SHUTTER HEIGHT OF 84° MAX. DESIGN LOAD 60 PSF ,
FOR SHUTTER HEIGHT OF 96" MAX. DESIGN LOAD 52 PSF - !IIS ILII Q r7
FOR SHUTTER HEIGHT OF 108"MAX. DESIGN LOAD m 46 PSF II v y
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U
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I,�� II t\ �i REOUi EDI Z SEE SCHEDULES --�
B 6'O.C. �_,_._ -. ON SHEETS 2&3
1'%4"% 1/8°CONT.ALUM TUBE ! '
-W/(3) 1/4"0 X 4"LAG SCREWS 2"X 6'CONT.
B• EACH STUD Yl/2°MIN PENETRATION W/(3) 1/4'0 X 5"LAG SCREWS i
i - INTO EXISTING STUD ®EACH STUD W/2"MIN PENETRATION j
T"'• I INTO EXISTING STUD 0,
` % I'I✓.',� j� 3/4" FOR SHUTTER HEIGHT OF-84"MAX. DESIGN LOAD 60 PSF
FOR SHUTTER HEIGHT OF 96"MAX. DESIGN LOAD 52 PSF `u
FOR SHUTTER HEIGHT OF 108"MAX. DESIGN LOAD 46 PSF u
'`,f! FOR SHUTTER HEIGHT OF 120"MAX. DESGN LOAD 0.2 PSF
INSTALLATION DETAIL ON EXISTING WOOD BUCKS
2 x 5 z 1/B"ALUM.ANGLES ABOVE DETAILS SHOW CONNECTION OF 2X4 BUCK& 1%4 ALUM TUBE TO WOOD STUDS TO wi I
PROVIDE A CONTINUOUS SURFACE FOR SHUTTER INSTALLATION. y of
1/4'THRU BOLT W1 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 UPTO 40 PSF
AT 5-3/4^O.C. FOR LOADS UPTO 50 PSFC
,.___ ANCHOI�SPACINC!NCHESI ``11111 IAIR',I/ Y r^SII Q illr-�II .
ORlrr!-----UPTO
inTYP4E
CONC'EIUOCK11Y0Q WQ00,' 3 •'ULCENSF'••,• o I• I
No.70592
COUNTER TOP CONDITION i • -meg+_
(PASS THRU WINDOW) (- - --�
MAX SHUTTER HEIGHT 6 FT. :0 B OF i droning
I 14 no.l
FL #16984 h, 1 1• jsneet_6 of 7.J
ANCHOR CHART 1 2 ANCHOR CHART 3ANCHOR CHART 4 `�Iz�
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�RJP A
m
NNCHOR SPACE
uj 0 z
40 SO 60 70 S0 go ioO 120 140 ISO 40 50 fo -70 SO go loo 120 140 ISO 40 SO 60 70 Go 90 lea lio 140 ISO 40 50 60 70 80 90 100 120 140 ISO
SLAT SPAN INCHES SLAT SPAN - INCHES SLAT SPAN INCHES SLAT SPAN - INCHES
z
V) 0
�;.�?
JANCHOR CHART S ANCHOR CHART G 0
N In
0
U R In
IN MASONRY
<
V)
CHARTS ARE BASED ON TYPICAL EDGE DISTANCE 12d. L) J
FOR LESSER EDGE DISTANCE DECREASE SPACING BY Z.
19,. ANCIOR SPACEvi
MULTIPLYING WITH THE FAC TORBELCM 9'Z
EDGE DIST. I-
AZHO�SPACE CHO SP CE 10d-2-1/2r—8d2"--'6d I 1/2" —1/4"1 C3
K 6.1
2d=3"10d 2 0.51)
FACTOR 1.00
f OKEiii 0.57_
EXAMPLE: FOR 3'EDGE DIST. SPACING 12'O.C.-(FROM CHART)
.<
_-FORVEOGE 915U. SPACING 12 X .71 8.5 D.C.
TYPICAL EDGE D;STANCE ;N WOOD 3�4 1 2
ODD I
TYPICAL END DSTANCE N W ,0 1,
NO REDUCTION FACTOR IS REQUIRED
EDGE DIST.
jj mp- ------
In
I t
tz
N END c
40 50 60 70 60 90 LOO 120 140 160 40 SO 60 70 Be go 100 120 140 160 40 So 60 70 so 90 100 120 140 150
- INCHES AT PAN- C.'s -
SLAT SPAN SL S SLAT SPAN INCHES
TYPICAL ANCHORS: USE CHARTS I THRU 7 TO VERIFYANCHOR
REQUIREMENTS AND STRESS LIMITATIONS OF
1 A-DIA. ULTRACO (BY ELCO) ANCIIOR( 1/4-RAWL CALK-1
ANCHOR( ) (BY POWERS) LOAD/SPAN COMBINATIONS FOR HEADER AND SILL.
�
1-3/4- EMBEDMENT INTO 3000 PSI GONG. TOTAL ANCHOR BODY INTO 3000 PSI CONC. AI'l,
1-1/4-EMBEDMENT INTO C-90 BLOCK OR C-90 BLOCK
ANCHOR 5/16" DIA, ULTRAC0 (BY ELCO) ANCHOR', 1/4' DIA, LAG SCREWS
1-3/4"
3 4:EMBEDMENT INTO 3000 PSI GONG. 1-1/2- MIN PENETRATION INTO WOOD(S.G.-0.55) z
1-1/4 EMBEDMENT INTO C-90 BLOCK
ANCHOR(C; 1/4-DIA TAPCO (BY ETW) ANCHOR(G) 1/4" Olk KWJK-FLEX SELF DRILLING SCREW
INTO METAL STRUCTURES
1-3/4*EMBEDMENT INTO 3000 PSI CONC. (STEEL OR ALUMINUM 1/8' MIN. THICK.)
drawing
-1/4" EMBEDMENT INTO C-90 BLOCK -,lo
NOTE:ANCHORS EMBEDMENT SHOWN IS BEYOND WALL & FLOOR
14-02
FL
COVERINGS (STUCCO. TILES, ETC.) #16984