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FL# FL16984-R1
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 1
Miami Garden,FL 33018
(786)621-6706
paloucks@gmail,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
❑� 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.
0 Validation Checklist-Hardcopy Received
Certificate of Independence FL16984 R1 COI SS-Regency Alum Accordion Shutter(LMI)-CI
2 10 4.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
SummarV 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 R1 II SS-Regency Alum Accordion Shutter
Approved for use outside HVHZ:Yes (LMI) 14-02.pdf
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 RS AE SS-Reoency Alum Accordion Shutter
(LMI)-PAE 2014.pdf
Created by Independent Third Party:Yes
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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.::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 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
emails 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
click here.
Product Approval Accepts:
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FcoR1oR�.y,�� 14-02
MALE 6063�TB SLAT LOCKING SLAT INSERT BOTTOM SILL TRACK BOTTOM TRACK ADAPTER ALT. BOTTOM TRACK ADAPTER
TRACK ADAPTER
6063-T6 6063-T6 6063-T6 6063-T6 sheet 2 of 7
WALL MOUNTS INSIDE MOUNTS SHUTTER WIDTH U
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SECTION A-A G - 1 - - 4 SECTION B-B o 7 4 - - �`���....•�
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No.70592 - a
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� `OF
= TYPICAL EDGE DISTANCE
_ ANCHORS:EMBEDMENT&EDGE %�Q•• drawing no.
E BEYOND
FOR WOOD INSTALLATIONS SEE 6USION ��� SEE SHEETS 1 & 2. FOR LESSEREDGE DISTANCESSEEDIAMETERS) HEADER
OTME(QST CCD,TILE.COVERINGTC. FL #16984� �`���``
HEADER AND SILL DETAILS CAN BE i S 14-02
AND__ USED IN ANY COMBINATIONS. I I \` sheet 3 0f 7
151
SLAT PERFORMANCE CHART {�V
DEFLECTION CURVE AT 100 PSF N: POSITIVE LOAD o
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ACCORDION SHUTTER EI.0622BS4 m: EI'Bi T2 a
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SHUTTER SPAN H= -— IN. LARGE MISSILE IMPACT r V)W
DESIGN LOAD = Pd m PSF FOR•SLAT SEPARATON I —— — O O Of N M+
FACTOR=K- Pd/100 = IN. SPANS UPTO I Z to UJ o
READING FROM SPAN D.CURVE-0- IN. 96" 2-1 6• m CC T'I m
DEFLECTION AT Pd -K•O= IN. 120• 3" LD as 2 •-
MIN.SEPARATION REED. = K•D+1"= IN. 190' 3-1/4-'
FOR INSTALLATIONS UPTO 30' OF GRADE USE MAXIMUM OF WIND LOAD OR IMPACT LOAD m- - --- U
REQUIREMENTS SHOWN ABOVEw
FOR INSTALLATIONS ABOVE 30'OF GRADE IGNORE LARGE MISSILE IMPACT REQUIREMENT. a t7 0 1-_Jn
NOTE:NO PART OF SHUTTER SMALL BE UNDER IO'ABOVE GRADE TO WAVE LARGE SSLE IMPACT REOUIREMEKT. -— I - Q
N
USE SPAN DEFLECTION CHART TO CALCULATE SEPARATION FROM GLASS 60 70 80 90 100 110 120 130 140 150
FOR INSTALLATIONS IN HIGH VELOCITY HURRICANE ZONES. SLAT SPAN - INCHES
GLASS SEPARATION NOT REQUIRED FOR INSTALLATIONS OUTSIDE
HIGH VELOCITY HURRICANE ZONE AREA.
USE SLAT PERFORMANCE CHART TO VERIFY SLAT CAPACITY
FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. n
LARGE MISSILE IMPACT RESISTANT PRODUCT o 0
COMPLY WITH TAS 202, 201 AND 203 OF FSC.
DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS
OF ASCE 7-10. _� u a
GENERAL NOTES
1.THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY .n
HURRICANE ZONE(HVHZ). ] 0 m
O 0 0
2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, FL #16984
AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM A-THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER ` o
CONSTRUCTION MANUAL"LATEST EDITION. A LABEL SHALL BE AFFIXED 0 LOCKING MEMBER OF UNIT IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC
3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY AS SHOWN ABOVE LOCK WITH THE FOLLOWING STATEMENT. PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O.
4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE NATIONAL APPROVED SHUTTER ASSOCIATION B-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND �`ATTTLLII FAA' a
GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH INSTALLATION S THIS PRODUCT BASED ON THIS PRODUCT EVALUATION `�N ��.•..,.
FEDERAL SPEC. N0. ITP-645, OR BE GALVANIZED. 8717 N.W. 117 STREET SUITE {❑�1 PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED `� �+ ao 5
"' ON THIS DOCUMENT. 'VGEN$Lc'••,
HIALEAH GARDENS, FL. 33018
5. ANCHORS SHALL BE AS SHOWN ON DETAILS.ANCHOR EMBEDMENT TO BASE C-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF o
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ALTERED BY ANY MEANS. No.70592 ' a
6. ALL BOLTS SHALL BE STAINLESS STEEL, ALUMINUM ALLOY 2024-T4 D-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED
OR 7075-T6, OR PLATED STEEL. WING NUTS TO BE OF ZINC ALLOY. ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.) �„� '• o° w 8
FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
7. DESIGN CRITERIA FOR SLATS:MAX DEFLECTION S THE LESSER OF L/30 OR 2•. USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED
B. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN ENGINEER To THE P.E.D.ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE
THESE DETAILS ARE NOT PART OF THIS APPROVAL. SPECIFIC DRAWINGS FOR REVIEW. % S'•.�ORLD�•. 'G;`� 14-02
E THE SEAL
9. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. FOR INSTALLATION DETAILS SEE SHEETS 3 THRU 6. THE PROFESSIONAL EENGNEER OF RECORD THAT PREPARED fSIGNATURE OF
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J(&W: oa-oa-la revisions: REGENCY' ALUMINUM ACCORDION SHUTTER AL-FAROOQ CORPORATION a
description -
ENGINEERS&PRODUCT DEVELOPMENT
NATIONAL APPROVED SHUTTER ASSOCIATION 1235 S.W.87 AVE f
I 8717 N.W. 117 STREET SUITE fj1 MIAMI,FLORIDA 33174
HIALEAH GARDENS, FL. 33018 TEL(305)264-8100 FAX.(305)262-6976 C'
V N P ctlk 6y: TEL (786) 621-6706 ACCORDION/14-02NAS)
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METAL \ } QO
FOR MIN.SEPARATION L 1 % 1X.093' SEE SCH.SHEET 1 GLASS W g
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ALUM ANGLE AS
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END CONDITION AT BUILT—OUT
FIXED CORNER DETAIL �p•., g+-_oP ��` Browing no.
FL #16984
(3) 1/4'LAG. SCREWS®EACH RAFTER FASTENERS '
2'MIN.PENETRATION AS PER SCHEDULES
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FOR SHUTTER HEIGHT OF 72'MAX. DES GIN LD 70 PSF O
FOR SHUTTER HEIGHT OF 84'MAX. DESIGN LOAD= 60 PSF z w C M
FOR SHUTTER HEGHT OF 96'MAX. DESIGN LOAD a 52 PSF
FOR SHUTTER HEIGHT OF 108' MAX. DESIGN LOAD = 45 PSF / \ < ul
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p10 X 3/4TEKS REQUI ED z ON SHEETS 2&3
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i 1'X 4'X 1/8'CONT.ALUM TUBE
I= W/(3) 1/4'0 X 4'LAG SCREWS 2'X 6'CONT.
a ®EACH STUD W/2'MIN PENETRATION W/(3) 1/4'0 X 5'LAG SCREWS
INTO EXISTING STUD ® EACH STUD W/ 2'MIN PENETRATION
ITiTt INTO EXISTING STUD
0
3/4 FOR SHUTTER HEIGHT OF 84'MAX. DESIGN LOAD = 60 PSF
FOR SHUTTER HEIGHT OF—�
FOR SHUTTER HEIGHT OF SF
908 MAX. DESIGN ESIGN LOLOAD =AD 546PPSF v
e FOR SHUTTER HEIGHT OF 120'MAX. DESIGN LOAD 42 PSF
z 2:a x 1/B' INSTALLATION DETAIL ON EXISTING WOOD BUCKS
s 2 x 5 x 1/8'ALUM.ANGLES ABOVE DETAILS SHOWS CONNECTION OF 2X4 BUCK& 1X4 ALUM TUBE TO WOOD STUDS TO °tl
I 'A
PROVIDE A CONTINUOUS SURFACE FOR SHUTTER INSTALLATION. 'm
1/4'THRU BOLT W/WASHER& NUT FOR INSTALLATION DETAILS OF HEADER/SILL TO CONTINUOUS WOOD MEMBERS SEE SHEETS 3 THRU 4. d
AT 7-1/4'O.C. FOR LOADS UPTO 40 PSF r --�
AT 5-3/4'O.C. FOR LOADS UPTO 50 PSF ```111111IIITT////''' a .o
ANCHOR SPACING INCHES ���pJ�•� ii
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(PASS THRU WINDOW) %�••• .• ` O
MAX SHUTTER HEIGHT- 6 FT. Q••.• 8'".'OF [(/ drawing na.
FL #16984
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SLAT SPAN - INCHES SLAT SPAN - INCHES SLAT SPAN - INCHES SLAT SPAN - INCHES N 0
N_
m ANCHOR CHART 5 m I ANCHOR CHART 6 m ANCHOR CHART 7 �o
0
9 FASTENER SPACING IN MASONRY L N J
m. _ CHARTS ARE BASED ON TYPICAL EDGE DISTANCE = 12d. ¢ n t7,
_ _ _ 9- ANC OR SPACE FOR LESSER EDGE DISTANCE DECREASE SPACING BY W
MULTIPLYING WITH THE FACTOR BELOW WWo-Z
m A CHO SPACE I m J� CHD SPACE m Z >N W n
LL� I I LL� LLy EDGE DIST. 12d=3'70d=2-1/2"ed=2" 6d=1-1/2"5dm1-1/4' o n p e
FACTOR 1.00 0.86 0.71 0.57 0.50 as
a m a m a m EXAMPLE: FOR 3" EDGE DIST. SPACING = 12"O.C.(FROM CHART) ¢ ¢ e
�- --- FOR 2"EDGE DIST. SPACING - 12 X .71 m 0.5 O.C. 3
m _ p _ p _ TYPICAL EDGE DISTANCE IN WOOD m 3�4" Z z m
am am I as o _ 1 TYPICAL END DISTANCE IN WOOD - 1 F^g
�..Z._ NO REDUCTION FACTOR IS REQUIRED ¢co_
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m - m I m_ I EDGE DIST.
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SLAT SPAN - INCHES SLAT SPAN - INCHES SLAT SPAN - INCHES
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TYPICAL ANCHORS: USE CHARTS I THRU 7 TO VERIFY ANCHOR 1
REQUIREMENTS AND STRESS LIMITATIONS OF c1
ANCHOR@=1/4'DIA. ULTRACON (BY ELCO) ANCHOR@= 1/4'RAWL CALK-IN (BY POWERS) LOAD/SPAN COMBINATIONS FOR HEADER AND SILL \\1711111 1t1j1 �-
1-3/4'EMBEDMENT INTO 3000 PSI CONC. TOTAL ANCHOR BODY INTO 3000 PSI CONC.
1-1/4'EMBEDMENT INTO C-90 BLOCK OR C-90 BLOCK
ANCHOR@=5/16 DIA. ULTRACON (81'ELCO) ANCHOR@= 1/4' DIA, LAG SCREWS
1-3/4"EMBEDMENT INTO 3000 PSI CONC. 1-1/2' MIN PENETRATION INTO WOOD(S.G.-O.55) N0.70592
1-1/4"EMBEDMENT INTO C-90 BLOCK _7x,• 'f`- 6 E i
ANCHOR@=1/4' DIA- KWIK-FLEX SELF DRILLING SCREWS v
ANCHOROC 1/4'DIA,TAPCON (BY ITW)
INTO METAL STRUCTURES �----�
1-3/4' EMBEDMENT INTO 3000 PSI CONC. (STEEL OR ALUMINUM 1/B" MIN.THICK.) ��•'•• 8".cOF ' drawing no.
1-1/4' EMBEDMENT INTO C-90 BLOCK FGORIOI;. \��`
NOTE:ANCHORS EMBEDMENT SHOWN IS BEYOND WALL& FLOOR � S1S'••..... ('\�� 14-02
COVERINGS (STUCCO.TILES, ETC.) FL #16984 (sheet 7 Or 7