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USER: Ptb, U.,
U 1 a Un
Fl� #
Appfcauon Type
Code Version
Application Status
P.U,.� , Fac st� :i ecis su
Comments
Archived
Product Manufacturer
American Shutter Systems Associabon, Inc.
Address/Phone/Email
4268 Westroadq Drive
West Palm Beach, FL 33407
(561) 209-6263
bfeeIey@eastemmet8l.Mm
A6thorized Signature Bill Feeley
lroddguez@easternmetal.com
Technical Representative
i
Address/PhonefEmall
Q . ualily Assurance Representative
Address/PhonelEmall
category
Subcategory
compliance Method
Evaluation Report from a Florida Registered
Florida Professional Engineer
.1 Evaluation Report - Hardcopy Recefveeci
F16rlda Engineer or Architect Name who developed
th I a Evaluation Report
Florida Ucen�
Qbality Assurance Entity
Qliality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
uivalence of Product Standards
ciirtified By
sections from the Code
Walter A.. T1111t, Jr. P.E.
St
PE-44167
National Accreditation and Management Institute
12/3112017
John W. Knezevich, PE
Validation Checklist - Hardcopy Received
I
StandarA
ASTM E-1886
ASTM E-1996
ASTM E-330
TAS 201, 202, 203
U.1k. - �11d,
BY
le CqVj?t(
or a Ucem,ed
year
2005
2005
2002
1994
Product Approval Method Method I Option D
Date Submitted 04/29/2015
Date Validated 04/29/2015
Date Pending F13C Approval 05/0712015
Date Approved 06/22/2015
Summary of Products
FL 0
el, Number or Nairme
Diescription
Bertha HV Accordion Shutter -
Extruded aluminum interlocking blades ret
flned by tracks
Blade 3 - (Non-HVHZ) - Drwg 15-
(top and bottom) for storm protection
086
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FUVRUB _11L. 5-.5 A-M JjLkg'�j..'j _�M
Approved for use outside HVHZ: Yes
Verified By: American Test Lab of South F
onda Inc.
Impact Resistant: Yes
Created by Independent Third Party! Yes
Design Pressure: N/A
Evaluation Reports
Other. Large Missile Level "D".Max span is 12P-7� for 35 psf
T I 2E�L �, F_-,� _.PPY.'
iLtzQt$_', _2�ff
Created by Independent Third Party: Yes
positive ASD load and 13W for 35 psf negative ASD load
the HV3 blade w/o window blade,S'-2' for III) psf ASD load
f6r HV3 blade w/o window blade and 6'- 11- for 62 psf, 9'-6-
for 55 pSf HV3 blade w/window blade working in
unlson.Max.span for HV3 blade w1c, window blade for
installations into Metal Stud walls is 79' to r -
pressure rating of +72,72 and 04" for +64,T6a4x psf�`See
siteet 5 for other spans and ASD pressures.
Bertha HV Accordion Shutter -Blade
Extruded aluminum interlocking blades rel
alned by tracks
i Cnly� (Non-HVHZ)- Drwg 15-085
(top and bottom) for storm protection
6mits of Use
Installation Instructions
Approved for use in HVHZ: No
i2
Verified By: �rnencan Test LabVf South F
Approved for use outside HVHZ: Yes
kinda, Inc.
impact Rxi= Yes
Created by Independent Third Party: Yes
Design I P . or: SNJ/A
Evaluation Reports
Qther% Large mis el "D'. Max. Span is 16'-0- for 30
S
Etlmq-l-za-a��L$.!�A�xqc�-il-f�-.1t�rlr-A,.,).--
0U.ZLP1`f
Created by Independent Third Perry; Yes
P.s.f negative ASD load depending on centermates and
locking rod configuration for the HVI blade, BW for +64,
-72 p.s.f. load for HV blade for keystone mountings 7'-0" for
+75, -75 p.s.f. for metals stud mountings, and 8'-0' for 110
p.s.f. for HVI and HVIA working In unison. See shoots 7, It
and 20 respectively of Installation drawings for other spans
and pressures.
389.3
Bertha HV Accordion Shutter-
Extruded aluminum interlocking blades
COMBO- (NGn-HVHZ)- Drwg 15-084
(top and bottom) lot storm protection
Limits of Use
Installation Instructions
Approved for use in KVHZ: No
Approved for use outside HVHZ: Yes
Verified By: American Test LaW�of South I
lorida Inc.
Impact Resistant; Yes
Created by Independent Third Pa. ty: Yes
Design Pmssure: N/A
ation Reports
Othen Large missile. Max. 16�0" span at 30 p.S.f ASD load
Ill�,sAE A F R 'W
f
for Blade I and 18'-0' for Blade 2. See sc
Created by Independent-. hind Party: Yes
12, 25 and 28 respectively
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1.626 SW Biltmore ST
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Michael Heissenberg
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Michael Helssepberg
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1626 SIX Biltmore St
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(772) 871-1915 EXt 106
Callftpert@aol.conn
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Michael Helssenberg
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Category
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Evaluation Report from a Florida
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17 Evaluation Report - Hardcopy
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Florida Engm�r or Architect Name who developed Walter A. Tillit 3r., P.E.
the Evaluation Report
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12/31/2016
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06108/2015
66123/200
06/28/2015
08/18/2015
OL 0
Model, Number or Name
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Z:Z
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Nautilus Rol(16g Shuttei
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Verified By: Walter A.
Created by 1pdeipende�
Evaluation Reports
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tR9S-q0—VJT_4b. IF MULUONSARC USED BUT WO STORM MRS
1. MINIMUM SEPARATION TO CLASS FEB SLATS IF MULEjONS ARE USED BUT WjC WORM MRS SMALL
Of� SLATM GLASS
Z EN FER STMEDULES N% THRU 2c OR SfIrETS 24,25 & 26 W, A S B DES13M LOAD; MAKIMUM MULLION
SPACJN6jMAX�12',0'On7j, 4NODEIE,-MINE WXIMUMbIUI,tlC)NSP,5NCOFIOMT)VWNI�4ABI.E
IWERFIOZAIPON INALF.-WECM SPACINGS FORA GIVEN (P.,CIF.G2 &C3).MUULIONTVF`r.&
MIJUTTIORIENTATION.
3 SEE SITEETS 10. IDA. 1 '.1 IA. I". IM 13 & 13A FOR REQUIRED MULLION CONNECTION OF TAILBAT
TOP 6 BOTTOM FOR FLOOR TO CEILING (TRAPPED) OR WALL MOUNIINGS OF MULLIONS INTO
CONCRETE FOR A GIVE." MIAlION I VPI . 6t.02 3 q;j
UL)CEDUREEAS IF BOTH 8 FOAM BARS 9 MULLIONS Mr. USED
I MINIMUM SEPARATION VOTILA56FORWABIWO01H $FOAM OARS AND MUU.109SARF, USEO
SRALL PC BASED ON OMART J. ON SHEET 16,11 SMALL RL�MRASURED FROM BACK Or SIAIS TO
GLASS
k �FRTER TABLE 1 ON SHEET Z2 AR A-S 0 DESIGN LOAD AND STORM SAR PACING AND MET ENE
MUIMUM STORM RAI; P� 41 JERTHIT
ENTFRTASLES2OR3ONSHrCt23 MTHASO DESIGN PRESSURE RATING AND STORM MR
SPAEING AND OETIERMiNt APPlICAkL OPTIONS FOR SIORM MIT CONTYECTION TO CONCRETE TOP
A BO TTOMF OPTION S PROVIDE ANCHOR SPIT CS AT ANCHORS TYPE I ECIEND FOR VARIOUS AFICHOR
ryKSCOWRING PERWNE,4TMNCMORS A& D) (A REMOVABLE (ANCHORSEI&EI)MIALLATfONS
A A (.'I fq�Cli OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR
SPACING
4 "11 Fk SCHEDULES f2 ITiRIJ J- ONSHEFF7S 24,26 4 n AII A, 0 DES,G4 PRESSURE RATING
MALAIMUM MULLION SPACING (fAAX- It, TOR 7'j. AMU Or. TERMINS MFIIC,B.j MF,FUON SpAN
kHEIGH1 MALLCIVASIr 111TEH"OL.AtIONIN DE11VEEImPACINGS FOR AG,VEN (�q_qj. 2
5 SEE SHLETS 10, IRA. 11, IIA� It t2A, I� & ITA FOR MULLION OONIJEQIjON OETALSAT TOP&
801 TOM FOR FLOOR TO CPBING jTRAPPrD� OR TJAU fAOUNIIWSOFN',iJLLIONSF�TOCO.NCRCrF.
FOR A OARTIMULUON I YPr VIA, oi.q & 631
PROCEDURE PER STEPS I THRA- 3 13 SIMILAR FOR INSTALLATIONS INTO VVOi)DFRIME
ST RUCTURES SEE SHEETS .10 9 21 FOR LIMITAI.ONS APPLICABLE TO INSTALL
WOODFRAMESTRUCtURES.
0 4067
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