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FIL # FL389-R9 REVIEWED FOR
Application Type Revision
Code Version 2017 CODE COMPLIANCE
Application Status Approved ST. LUCIE COUNTY
Comments BOCC qvW
Archived
Product Manufacturer American Shutter Systems Association, Inc.
Address/Phone/Emall 4268 Westroads Drive
West Palm Beach, FL 33407
(561) 209-8263
bfeeley@eastemmetal.com
Authorized Signature Bill Feeley
lrodriguez@easternmetal.com
Technical Representative SCANNED V.
Address/Phone/Emall X lie Copy
BY
Quality Assurance Representative St. Lucie Countv
Address/Phone/Email
Category Shutters
Subcategory Accordion
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
0 Evaluation Report - Handcopy Received
Florida Engineer or Architect Name who developed the Waiter A.. Tillit, Jr. P.E.
Evaluation Report
Florida License PE-44167
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2019
Validated By John Henry Kampmann Jr.
Z Validation Checklist - Harccopy Received
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.PDF
Referenced Standard and Year (of Standard) Standard Year
ASTM E-1886 2005
ASTM E-1996 2005
ASTM E-330 2002
TAS 201, 202, 203 1994
Equivalence of Product Standards
Certified By I
https:lifloddabuilding.org/prlpr�_app_dfl.aspx?param—�GEVXQwtDqvYYHH2vJw53MwsXdCOtOXQsoPMYK7UC8�/�3d 113
4/4/2019
1, Florida Building Code Onli
Sections from the L--- 0 _'
Product Approval Method Method I Option D
Date Submitted 09/18/2017
Date Validated 10/18/2017
Date Pending FBC Approval 10/19/2017
Date Approved 12/12/2017
I FIL # I Model, Number or Name I Description I
1 389.1 Bertha HV Accordion Shutter - Blade Extruded aluminum interlocking blades retained by tracks (top
1 3 - (Non-HVHZ) - Drwg 17-108 and bottom) for storm protection I
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Large Missile Level "D".Max span is 12�3" for 40 psf
positive ASD load and 13'-0" for 35 psf negative ASO load the
HV3 blade w/o window blade,5�2" for 110 pisf ASD load for HV3
blade w/o window blade and 8�11" for 62 psf, 9�11" for 55 psf
HV3 blade w/winclow 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.
Installation Instructions
FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17-
108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF
Verified By: American Test Lab of South Florida Inc.
Created by Independent Third Party: Yes
Evaluation Reports
FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17-
108 PRODUCT EVALUATION REPORT.PD
Created by Independent Third Party: Yes
I389.2 Bertha HV Accordion Shutter -Blade I Extruded aluminum interlocking blades retained by tracks (top
I Only- (Non-HVHZ)- Drwg 17-107 and bottom) for storm protection I
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Large missile level "D". Max. Span is 16�0" for 30 p.s.f
negative ASO load depending on centermates and locking nod
configuration for the HV1 blade, 8�O" for +64, -72 p.s.f. A.S.D.
load for HV blade for Keystone mountings T-0" p.s.f. for metals
stud mountings and 8'-0" for 110 p.s.f. for HVIA working In
unison. See sheets 7, 11 and 20 respectively of installation
drawings for other spans and pressures.
Installation Instructions
FL389 R9 11 AMERICAN SHUTTER SYSTEM ASSOC_
INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTE
SYSTEM.PDF
Verified By: American Test Lab of South Florida Inc.
Created by Independent Third Party: Yes
Evaluation Reports
FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC
INC. DRAWING 17-107 PRODUCT OF EVALUATION
REPORT.PDF
Created by Independent Third Party: Yes
389.3
V Accordion Shutter-
Extruded aluminum Interlocking blades retained by tracks (top
I CB= (Non-HVHZ)- Dmg 17-106
and bottom) for storm protection
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC, INC.
Approved for use outside HVHZ: Yes
DRAWING 17-106 BERTHA HV ACCORDION SHUTTER
Impact Resistant: Yes
SYST.PDF
Design Pressure: N/A
Verified By: American Test Lab of South Florida Inc.
Other: Large missile. Max. 16'-0" span at 30 p.s.f ASO load for
Created by Independent Third Party: Yes
Blade I and 1W-0" for Blade 2. See schedules on sheet 12, 25
Evaluation Reports
and 28 respectively
FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC.
DRAWING 17-106 PRODUCT EVALUATION REPORT,PDF
Created by Independent Third Party: Yes
FS.'5k] FN—.--1
Contact Us;: 2601 Blair Stone Road, Tallahassee 1�32399 Phone, 850-487�1824
The State of Flodda is an AA/EEO employer. copyright 2007-2013 State of Randa, :: Priva,,Lgta�e :: Accessibifilb, statement :: Refund S
Under Florida law, email addresses are public records. If you do not want your e-mall address released In response to a pubilc-mcords mquest, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, pteace contact 850.487.1395. *Pumuant to Section 455.275(l),
Florida statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Departrinent, with an email address if they have one. The erealls
provided may be used for official communication with the licensee. However email addresses am public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made avallable to the public. To determine If you am a licensee under chapter 455, F.S., please click hem .
Product Appierval Aeoepts:
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BUILDING CODE. MIS ACCORCION MUM SYMMf SHAL. HOT BE WGIALLm AT Hw WLO= HuRRICCAR: ZONES.
DESIGN MID WINDS SHALL BE DETERI a PER SECTION 1620 OF THE ABOVE MENTIONED Mr. MR A BASIC WHO SMEO REQUAM BY IKE MIGROICTION MOE SHIRMER WILL.
BE INVALLED FIRM A FACTOR Xd-0.85, USING MCC 7-10 AND SHALL MY EXCEED ME VACUUM (kS.O.) DESIGN PRESSURE PATHOS AaGWC
ON SKIRTS 11 WIN 15, 19 & 20.
IN ORDER TO VERIFY ME ABOVE CONCRICH, ULMJATE DOUGH WHO WAGI DMMVNM PER AMC 7-10 WALL BE FIRST REDUCED TO A.M. TOUGH WIND WADS
BY MUMPLITNO WON BY 0.6 IN ORDERTO COMPARE THESE W/ MU. (&SO) DESIGN PRESSURE FUITINtS INDICATED ON SHEETS 11 %RU 15, 19 At 20.
N ORDER To WFY THAT COUPGREENTRI AND ARMORS ON INS P-M AS TESTED. ME NOT OVER STRESSED. A 13 X VIGRUEAM M ALLORTABLE STRESS FOR MID LEADS WAS JIM USED IN THEIR
AWKYSTS, HOWEVER. A ME DURATION FACTOR GCI WAS USED FOR VIDUFRI Of FASTEMERS W MOD.
B� N.V. ACCORDION SHUTTER SYSI ADEQUACY MR WIND MID LARGE UI IMPACT WAD HAS MH Y,,I IN AGGS,I WRI SECTOR
AM REPOIHs- IGOII OF WC MOVE VIENTMED CODE AS PER
-W SLADE 0 10214.01-0. J0715.01-03, 11004.01-05. 11214AH-05, JOI JOWMI-W AND III AS FOR TAS-201. TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1888
AND E-1996 MANCLATIS (NDSMUE LEVEL D. MID ZONES 1. 2 & 3) & 1222UI-10 AS PER TAS MI. 20 4 203 PROTOCOLS LARGE MS,,
-W MOUN TRADE 0 10501 AS PER ASTIM C-1886 AND E-106 (MISSILE LOWEL D, WHO UNITS 1. 2. 3) SAM P"TROGROM ONLY AND f 0725.01-88 AS PER TAS 202 PROTOCOL
2. W IRLAGEO MD KV MUDYN BALE 0 ARE WCURCER, To KIM N UMN MH " OTHER "I WE MHOUL MURABORS AND cUGRI OF MCE MOCATED ON MET I,
M � N.V. ACCORCRON PITS W SOREWS-)L USED AT MADES KNUCKLE AND FOR DIRECT UOUNT CORRECTION 70 TRAMS SHALL BE J%4xZ75- AND J%4%1.75- RESPECTIVELY. 410-M MAIL,
STARLESS Ma� SCRIEWS WITH 135 0 W MEW STRENGTH MID ISO W TENSILE STRENGTH. FINS SHAU. BE COATED WIN BERTHA W PAGRDMM COAYNO SYSTEM AS MANUFACTURED W APUPMM'S
acano ATPLICATORDS' RECTSFORGED WON MORGAN SHUMER SYSTEMS ASSOCIATION. FINE MUST OUR ME MY MUG ON MR HEAD.
4. ALL ALUMINUM CF"USCNS � BE ALUMBRU ASSOCIATION ALI 440 REMPER AS KOI 04 SHOETS 2 AND 3. MINIMUM MEW STRENGTH FOR no-T6 AU,, IS Me �j AND 357
6005-75 ALLOT. , W MR
5. ALL SCREWS TO BE SIAMLESS STUL JON OR 3t6 AS SERIES OR CORROSION RESISTANT CGUED, (UNION STM AS 00 M MID MIN ED , MYL MEW CIFFROM AND go I LIN. TENSILE STRENGTH.
ANO � COMPLY W/ FLORIDA BUILDING CODE ACTION 2411.3A4.
61 SOLIS TO BE ASTU A-307 GALVANIZED MEL, OR AISI W4 OR 316 SORES WARLESS MEL WIN 35 W MINIMUM MEW SIRENGTH.
7. ME WE FOLLOWING MUS FOR ANCHOR SPECIFICATION& MY BUDE (D 12.0.14.15 AND 20
NY PLACE 0 6 WORKINU W UNISON: IZ 13 & 15
S. INS OERTHA MY. ACCORDION MUM SYMM SEARS A ILIL PATENT 061791 COMPONENTS OF THIS APPROWL ME COVERED. N WHOLE OR IN PART, BY U, PATENT 15,458.179 CMI, To EASTERN
METAL SUI NO.
S. ff SHALL BE WE OF THE CONTRACTOR TO M31n, ME SOUNDNESS OF THE STRUCTURE WHERE MUM IS TO BE ATIMwO Me DISURE: PROPER ANCHORAGE. CONRRMM TO sOAw:AuLx
ALL CHUMER rc� "GES WHON REMAH MW PASMOKNO IN CONTI CUTAIR WIT'l ME SUMM TO PREVENT WHIDIRAIN WITILCM1.
10- EACH UNIT MUST GEM PERUMENT' IMZL N A VISIM PLACE WITH wGUNING NM- THRUR PERON OF HURRI WARMIKS HUE MER, FERMI. OR OTHERS. MUSI M,,NE, MM ALL W AND NO
AND ENDAM OR LM ALI. W AND NO I-Orn.
I I- MUM LAGEL SHALL BE LOCAMEE) ON A READILY VISIBLE W&VION AT ACCORDION VMM N ACCORDANCE WITH SECTOR 170-9-3 OF FLORIDA SURMING COCL ONE LMEL � BE
PLACED MR EMERY OMINING, WOUND TO COMPLY YGM SECITOW 170.94 OF WE FLORIDA RUJUDING MI,
12. BERTRA N.V. ACCORDION MUM SYMMJ NSrAULM, SHALL COMPLY WIN SPECS NGCMEG IN MIG MARNO PLUS MY GUMERIG AND ZONING NE"ILATONS PROVIDED BY ME JURISINGTON WHERE
�� is APPLIED TO.
13. (o) MIS P.E.D. PREPARM BY Mg MONEER 6 GENERS: Me DOES NOT PROVIDE WFORUAI MR A SITE SPECIFIC PROJECT'. Le. iMAE ME ME CURIENG DIMME FROM WE PEG.
(b) CONIPINCTOR TO BE RESPONSIBLE FOR ME SELECTION. PUTIMME AND INSTALLATION HOURRHO LIFE GATUF OF MIS PRODUCT. MOD ON MIS RED, PROMENED NE/SGE com MT CI FROM
THE OUTRIDING DUALED ON � DOCUMENT- CONSTRUCTOR SAFETY At SITE IS WE CONTRACTOR'S
(C) WIS PI %TU. BE ��D MWO F AMED BY MY MEANS.
99001 PROJECTS SHALL BE PREPARED BY A FUGMA THERSTERED ENGINEER OR ARCHITECT MCH WILL MOORE ME ENGINEER OF RECORD ("A.) MR THE PROJECT AND WHO WILL BE
NEVES. FOR WE PROPER ME OF WE P-M ENITCUER OF RECORD. ACMM AS A DELEGMED EwMCER FT ME PMO CROMER SHALL SLATMIT TO THIS �� ME M SPECIFIC D;UWNGS FOR
(0) ORIGINAL P.CD. MAUL BEAR ME GUE AND ORMNAL MAL MID SOMFURE OF ME PROFESSICHI ENGINEER Of RECORD THAT PREPARED M
NVORNUO
GENERAL NOTES
MEET I
SIMEM COMPONENTS 1-20
MEET 2
SYSTEM COMPONENTS 21-37
CHOU 3
TYPIC& MUTTER ASSEMBLY 38-44
MEET 4
T IFICAL. WINDOW BLADE & WINDOW DI
AffA 2; HV SLADE (1) AND W MHOMM
BLADE Q)
[WHERE APPI ICAR1.0
IMI SHWITER O-EMMON & NOTES ON LOOKS
MEET 5
NFLAILLMON DETAILS A-F. CONCRIETC1111
MEET a
INSTALLATION DMARS G-M. CCNCRErE/BLCCx
BRIEF 7
CENTERGUATE DETAILS HY
MEET 8
CENTERILAM ALITERIVITING DETAILS W
SHOU 9
END CONNECTION DI I-G. CONCRERE/eLOCK
MEET 10
WIMUM SPAIN TABLES
MEET I I
MMOR SCHEDU�- CONCRETE & BLOCK
SHEEr 12
ANCHOR SCHEDULE- CONCRETE & CLOCK
SHEET 13
ANCHOR SCHEDULE- CONCRETE & KOCK
SHM 14
ANCHOR SCHI WOOD
MEET 15
INSTALLATION DETAILS M-R. WEEN,
SHUT IF
WMAILLAXON DETAILS S-X. MOD
SHUT 17
END CONNECTION DUMLS 7-12 & N. MOD
ASEA 31 W WINDOW 13LADE Q
MEET is
ONLY
TYPIM MUM ELEVATION
AREA 4, HV WINDOW BLADF6)ONIY
SHEET 19
WMAILLATION DUALS. METAL STUD WALLS
MEET 20
THIS DRAWING SHALL ONLY BE USED TO
OBTAIN PERMITS IN THE STATE OF FLORIDA
0 "- ... -'f �
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02017 EASTERN NO& SUPPLY. BIG.
Accordion Shutter System
ZITZINEI: �-o----
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Ky- ELADE #1 W/ OR W/O KY. WINDOM MADE
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American Shelter Systems
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West Palm I Fl. 3�407
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72,
UNDER US PATENT # 5458179
or USE OF BLADER'ON SHEET 19
QUAUFIEOFOR L�SE W1 HV
3.
670
At 0 F50R,LUSIE VW/ rWjBLADPI ONLY.
SEE SECTIONS FOR VAUD
063-76 ALLOY AND TEMPER
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(j� SIDE ANGLE
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(D.HY UNIVERSAL FLOATER
QUALIFIED FOR USE W/ W BLADE(D
6005-T5 ALLOY AND TEMPER
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AGO
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BLADE I
6063-T6 �OY A§ TEMPER-
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6063-7 4 TEMPER
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0.192'
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OUAUFIED60R USE W/
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12
,920
HV TRENCH TRACK
QUAIJIFIED FOR USE W/ KV
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TEMPER
HV RAINGUARD
CLIALIFIED FOR UIE W/ HV
6063-7 k TEMPER,
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Association. Inc.
4268 Westood.
West Palm Beo.h. FL 33—
0=7 EASTERN UCLAI. �Y. [He.
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Accordion Shutter System
KV. SAVE #1 W/ OR W/O RV. WINDOW MAX
TIWT TESTING & ENGINEERING COMPANY
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4+
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P`AN "'N' �AYEN
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QUALIFIED FOR USE W1 W EILADE(DONLY
6063-T6 ALLOY AND TEMPER
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6063-T6 ALLOY AND TEMPER Is
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6063-Tfi ALLOY AND TEMPER
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6063-76 ND TEMPER
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6063-T6 ALLOY AND TEMPER
ED MR USE VZ W 8 E I
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QUAUnED FOR USE Y11 BLADE
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QUALIFIED FOR USE %V/ " BLADEO& (D
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QUALIFIED FOR USE %V/ " BLADEO& (D
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TIULIT TESTING & ENGINEERIN a COMPANY
I!W. F., (MR71-101
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M-0006719
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American ShUffer Systems
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4268 Westroads Drht.
West Palm Reach, FIL 33407
7 WTM METAL �PLY. DIC.
SERTHA HVw—
Accordion Shutter System
OAK #1 W/ OR W10 KV. WNDW HADE
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5-085
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W BLADE IA
W LONG RECESSED NYLON BUSHING
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HV NYLON HAT WASHER
W WHEEL CARRIAGE ASI 302-303 SERIES
0.870".3/16" THICK NYLON WHEEL.
0.188'0 AISI 302 SERIES S.S. RIVETS
HV 7 4- ACCORDION PIN W/ #8 HEAD
IW 2 3/4" ACCORDION PIN W1 JB HEAD
(91
POLYCARBONATE IMPACT RESISTANT HV WINDOW
* R, EN UIREMFNTS AT EXTERIOR GLADE KNUCKLE FOR
HV HV IF
(1) HV PIN (D SHALL ALWAYS BE USED AT ALL EXTERIOR
BOTTOM KNUCKLES OF HV ACCORDION TEM w
HV (9 BLADE. OR y
SICAL SHUTTER ASSEMBLY
(2) KV PIN @ MAY BE USED IN UELI OF (9 AND ONLY AT
EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W1 HV (D
BLADE WHEN CORRESPONDING TO INSTALLATION *11". SHEET 7,
(3) HV PIN @ OR @ W1 1/2" O.D. 1/16" THICK S.S. WASHER Tw�i
SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X,
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MEL CARRIAGE DEMAII
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426B Westnoods Drive
West Palm Beach. FL 33407
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B R H To
Accordion Shutter System
Ky. BLAx #1 w/ at w/,Kv. www mgx
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TYPICAL M HV BLADE SHUTTER ELEVATION
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--v
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CENTERMAIE
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VAY BE USED AS AN INSIDE OR I
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STACKING
ON TYPICAL SHUTTER ELEVATION.
f2 Of SHUTTER SPAN FOR Alw SPM
AND FOR INSTAVgNG6 ANY
( ATTACHED To 0
OF LOOK SHUM. BE AS NOICAJED-d
ON
--'. . - —1 �IILKNAJL L
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R 4rC=7
SZAR iNSIDE-OR OUTSIDE LOM ATTACHMENT
RNNUT AS SHIM ON SECTION NNE. BE LODE W/ 1/4"0-2093/4* ALLIM
LOCKS AT 1/3 OF SHUTTER SPAR, SHEET B. ONE LOCK SHA� BE USED AT 1/2 OF SIMPER SPMI OR TWO
� LIANDARDW =H-13 ME MOSSION' MOUNTING INSTALLATIONS. ONE W LOCK 0 -, a or 0 SHAM BE
USED AT 1/2 OF SHUTTER SPAN MR ANY VAN OR 12- ABM OR BUM 1/2 or SHUTTER SpAR FOR WAR, up
TO 96'. AND MR INSTALLATIONS AT ANY MAGON. HY LOCK 0 or P or @ My BE USED AS AN INSIDE OR
OUTSIDE LOOK, ATTACHED TO 0 or @ S 1 (2) 1/4'-20 . 1/2" LONG FLAT HUD S.S.
MS. LOCATION OF LOCK S� BE AS INDICATED DN IMCAL SHUTTER ELEVATION. USE OF LOCKING RODS
OR @ TOP AND W70M IS CaMPLEnOy 0 W/ (9
BOLT
*NOTES N HD LOCKS HERMIAR!
1. HQ No 001111111011 9 "32 �-Uf fy On ALTEIUMDE No LOCK (D IAWBE USED IN LIEU or
W LOCKS kU R W T'S
M IS
_Y MR ANY SPAN AND INSTALLATIONS AT AR, MA,,0N. ALE,,,lE HIT LOCK (9 Nor BE USED
AS AN INSIDE OR OUTS15LOC9. WADIWE,T OF NO =�
IS To (a IS W/ 3 #a z 3/6' FH. 5.9-M!L. AND INCLUDES
RONFOKU09 INSERT AS BROWN OR SECTIONS 1109- MID RuC-HwG, GREET 10. LOCK WY BE INSTALLED AT
MIDSPAN OR 12* WIMM BELOW OR ABOVE MCSRAM LURE OF LOOKING RODS 0 Is COMPLETELY ophcNAL.
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