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Product Approval Menu>Product or Aoolication Search>Application List>Application Detail !' 1
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FL# FL389-R9 I �
Application Type Revision l i
Code Version 2017 '
Application Status Approved
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Comments `
Archived ❑ I i
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Product Manufacturer American Shutter Systems Association,Incl
Address/Phone/Email 4268 Westroads Drive
West Palm Beach,FL 33407 l
(561)209-8263
bfeeley@eastern metal.com I '
Authorized Signature Bill Feeley I '
Irod ri uez@easternmetal.com
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Technical Representative
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Address/Phone/Email
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Quality Assurance Representative
Address/Phone/Email I
Category Shutters I
Subcategory Accordion
Compliance Method Evaluation Report from a Florida Registered,Architect or a Licensed
Florida Professional Engineer I '
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❑ Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Walter A..TiIIit,Jr. P.E. f {
the Evaluation Report '
Florida License PE-44167 1
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018 i
Validated By John Henry Kampmann Jr. i l
ID Validation Checklist-Hardcopy Received
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Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING
17-107 CERTIFICATE OF INDEPENDENCE.PDF
FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC.
DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF
FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108
CERTIFICATE OF INDEPENDENCE.POF
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Referenced Standard and Year(of Standard) Standard Year
ASTM E-1886
2005
ASTM E-1996 ; 2005
ASTM E-330 ! d 2002
TAS 201,202,203 1 1994
Equivalence of Product Standards ;
Certified By
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Sections from the Code
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Product Approval Method Method 1 Option D
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Date Submitted 09/18/2017 I f
Date Validated 10/18/2017
Date Pending FBC Approval 10/19/2017 ,I
Date Approved 12/12/2017
Summary of Products ! 1
FL# Model,Number or Name Description
389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking tillades;retained by tracks
Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection
108
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL389 R9 II AMERICAN''.SHUTTER SYSTEMS DRAWING
Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF
Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc.
Design Pressure:N/A Created by Independent Third Party:Yes
Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports
positive ASD load and 13'-0"for 35 psf negative ASD load FL389 R9 AE,IAMERICAN SHUTTER SYSTEMS DRAWING
the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT.PDF
for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11" Created by Independent Third Party:Yes
for 55 psf HV3 blade w/window blade working in
unison.Max.span for HV3 blade w/o window blade for
installations into Metal Stud walls is 79"for max.ASD
pressure rating of+72,-72 and 84"for+64,-64 psf. See
sheet 5 for other spans and ASD pressures.
389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum inteflocking tilades retained by tracks
1 Only-(Non-HVHZ)-Drwg 17-107 (top and botto'm' )for storm protection
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL389 R9 II li MERICAN SHUTTER SYSTEM ASSOC.,
Approved for use outside HVHZ:Yes INC. DRAWING 17-107' BERTHA HV ACCORDION SHUTTER
Impact Resistant:Yes SYSTEM.PDF
Design Pressure:N/A Verified By:American Test Lab of South Florida Inc.
Other:Large missile level"D". Max.Span is 16'-0"for 30 Created by Intlependent Third Party:Yes
p.s.f negative ASD load depending on centermates and Evaluation Reports
locking rod configuration for the HV1 blade,8'-0"for+64,- F1 Arl AMERICAN SHUTTER SYSTEM ASSOC.,
72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC. DRAWING 17-1071 '.PRODUCT OF EVALUATION
7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f. REPORT.PDF IlI
for HV1A working in unison.See sheets 7, 11 and 20 Created by Intlependent Third Party:Yes
respectively of installation drawings for other spans and I I
pressures.
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389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks
COMBO-(Non-HVHZ)-Drwg 17-106 (top and bottom)for storm protection
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Limits of Use Installation Instructions
Approved for use in HVHZ:No FL389 R9 IOAMERICAN SHUTTER SYSTEMS ASSOC.,INC.
Approved for use outside HVHZ:Yes DRAWING 17406 BERTHA HV ACCORDION SHUTTER
Impact Resistant:Yes SYST.PDF I i.
Design Pressure:N/A Verified By: American Test Lab of South Florida Inc.
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Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load Created by Independent,Third Party:Yes
for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports
12,25 and 28 respectively FL389 R9 AEI AMERICAN SHUTTER SYSTEMS ASSOC..
INC. DRAWING 17-1061 PRODUCT EVALUATION
REPORT.PDF I
Created by Iddependent;Third Party:Yes
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibilitv'Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released,
in response to apublic-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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GENERAL NOTES:
1,BERHACCORDION SHURSYSMSHOWNNTHIS
PRODUCT
EVLUION DOCUM �.EDHAS BEVERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA
BUA� 0 TESNOT BE AT KOH DOCUMENT
BDESIGN WIND LOOS e INSTALLED WITH A DSHIREC110NAUTY FACTOR KBE DETERMINED AS d 085,SECTION
S GI620 OF T14E ASCE 7-1100 AND SHALL NOT EXCEED THE MAXIMUMMENTIONED CODE.FOR A BASC 2AA.SA.)DEMON SPEED UIRED BY THE PRESSURE RATINGS INDICAICTION TED SHUTTER WILL TABLE OF, ON EATS
Oft SHEETS t1 THRU 1$. 19&20-
IN
0.
By ORDER
MUD IPL THEEM�BYY OX IN OORR'DNFRTO COMPARE THESE W/AMAX.{(A.S.D)DESIGN vJESSSU ER E RATTtHGS INDICATLL ED FIRST
f SHEEM it0 THOU 16.1DESIGN WIND LDAOS AREA�LHV BLADES(1)
GENERA!-NOTES SHEET 1
IN ORDER TD VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED.WERE NOT OVER STRESSED,A 33 S INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS LZ USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2
ANALYSIS,HOWEVER,A NANO DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. __SYSTEM_COMPONENTS_..__. _21-37- --SHEET-3--
- —- --BERTHA-H.W ACCORDION S14UitER-SYSTEM'S-ADEOUACY FOR WIND AND-LARGE MISSILE-UIPACT-LOAD-HEE
AS-BN-VERLFW IN ACCORDANCE WITH sEOTION-1609.1.2 OF THE ABOVE-MENTIONED-CODE AS PER - TYPICAL SHUTTER ASSEMBLY 38-44 ----- - SHEET 4 -
ATL REPORTS; TYPICAL WINDOW BLADE&WINDOW DETAIL
-NV OWE 102/4.4141 10715.Ot-03,11004.01-05,#1214.01-05.#4317.02-06,00609.01-10 AND 00210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA, 2. LTV-BLADE M AND HV.WINDOWS D_ (tA>
------ -AG-E-1900.STANDARDS-("S9-E LEVEL.D,-WND 7ONES-t,_2-&3)&-11220.01-10-AS.PER,.TAS-201,-203&203 PROTOCOLS LARCE-UISsac:
-HY WINDOW BLADE a 10505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0,WIND ZONES I.2,3)BASIC PROTECTION ONLY AND#0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5
INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6
Z.HV BUDE(3)AND ERV WINDOW BIRD£ ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCREVEILOCK SHEET 7
—3.BFRTMA-H.V.=ACCOWICN7PfNS-(Mt_SCREWS),-USFD=AT-6UDES=KNUCKLE-AND=FOR_CHMa_NOUNT=CONNz".CRGN=TO-TRACKS=SHALL=BE=#/4X,75'--AND-114:t:75t=F43PECTNELY,-4t6=HT=MINIMUM=SERIES_— -_CIENTEEMATE—DEUJ1S=tN_
— STAINLESS STEEL SCREWS WITH 1354 ksl YIELD STRENGTH AND 180 ke;TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9
COATING APPLICATORS,REGISTERED WHH MAERICAN SHUM SYSTEMS ASSOCIATION. PNS MUST BEAR THE HV MARKING ON THEIR HEAD.
4,ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AM 3.MINIMUM YIELD STRENGTH FOR 6063-16 ALLOY IS 30.0 k9i AND 35.7 I's;FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10
1N
84OS-T5 ALLOY. SPAN TABLES SHEET 11
ANCHOR
SCHEDULE- CONCRETE&BLOCK SHEET 12
S.ALL S SCREWS
COMPLY STAINLESS
VI/FLORIDA B�tl1l.O 04 OR
316SECTIONAJSI SERIES
OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON 50018 WITH 50 ksi WIN.YIELD STRENGTH AND 90 k9[MN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13
ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14
B.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL VMH 35 k9[MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15
7.SEE THE FOLLOWING SWEETS FOR ANCHOR SPECIncmoNs:HV BLADE(D: 12.13,14,15 AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 16
HY BLADE ID&0 WORKING IN UNISON: 12, 13&15 INSTALLATION DETAILS S-X,WOOD SHEET 17
a THIS BERTHA H.Y.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16779.562.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5"458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12&X,WOOD SHEET 18
METAL SUPPLY,INC.
0.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK �F�.s3,�V WINDOW �,ADEONLY
ALL SHUTTER COMPONENT EDGES WHIN REMAIN,THRU FASTENING N CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT MUD/RAIN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19
10,EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PUCE WRH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,DUST PROPERLY CLOSE ALL KN AND NO
CENTERMATES AND ENGAGE OR LOCK ALL FEV AND HO LOCKS. AREA 4: HV WINDOW 13LADE C1")ONLY
11.SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20
PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE.
12' BERTHA H.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE
PLI
13.(a)THIS P.E.O.PREPARED BY THIS ENGINEER 5 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D.
(b)CONTRACTOR TO 0E RESPONSIBLE FOR THE SELECTION, PURC14ASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO
THE CONDITIONS DETAILED ON TRIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY.
(a)THIS P,E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA 1
(IS
FSSSITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE
PONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED ENCNEER TO THE P.E.O.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC ORAWIGS FOR
RENEW/,
(e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED T.
ffA FLORfDA BUILDING CODE Non High Velocity Hurricone Zone _
1fi P �••a ..„•.••Fitz/J'r'�� 02017 TRTECO,INC. 02017 EASTERN METAL SUPPLY, INC.
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Accordion Shutter System
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S �'f�b A TILL.IT TESTING & ENGINEERING COMPANY
T r a \ ssoclaflon, Inc, , OLD 15-085 7/27 I OATS: 07/27/17
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6 17-107
•'�1VN�4� +{+K WALTER A T LUT J;.P.E.
FIaRDAuo.144167 5 SHEET
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