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4/4/2019 Florida Building Code 0-":--,
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Product Approval Menu > > Ari cation Ij > Application Dalton
plL___ 2
FL # FL389-R9
yi.mv Revision
Code Version SCANNED 2017 REVIEWED FOR
Application Status BY Approved CODE COMPLIANCE
Comments St. Lucie County ST. LUCIE COUNTY
Anchived L BOCC
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
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Emall
Category
Subcategory
Compliance Method
Bill Feeley
Irodriguez@easternmetal.com
File COIDY
Shutters
Accordion
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
U Evaluation Report - Hardoopy Received
Florida Engineer or Architect Name who developed the Walter A.. Tillit, Jr. P.E.
Evaluation Report
Florida L11cense
PE-44167
Quality Assurance Entity
National Accreditation and Management Institute
Quality Assurance Contract Expiration Date
12/31/2019
Validated By
John Henry Kampmann Jr.
L� Validation Checklist - Hardcopy Received
Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC., INC. DRAWING 17-
107 CER11FICATE 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 17-10a_
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
https:tlfloridabuilding.org/prlpr�_app_dti.aspx?param--wGEVXQwtDqvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8�/�3d 1/3
1 4/4/2019
Florida Building Code 0! 1,�
Sections from the
Product Approval Method Method 1 Option D
Date Submitted 09/18/2017
Date Validated 10/18/2017
Date Pending FBC Approval 10/19/2017
Date Approved 12/12/2017
FL # Model, Number or Name I Description 1
389.1 Bertha HV Accordion Shutter - Blade Extruded aluminum Interlocking blades retained by tracks (top
13 - (Non-HVHZ) - Drwg 17-108 and bottom) for storm protection I
Limits of Use
Approved for use in HVKZ: No
Approved for use outside HVIIHIZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Large Missile Level "D".Max span Is 12�3" for 40 psf
positive ASO load and 13'-0" for 35 psf negative ASO load the
HV3 blade vy/o window blade,S'-2" for 110 psf ASO load for HV3
blade w/o window blade and 8�11` for 62 psfF 9'-11" 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. ASO pressure rating of +72,72 and 84- for
+64,-64 psf. See sheet 5 for other spans and ASD pressures.
Installation Instructions
FL389 R9 IT 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 SHU77ER 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 HVIHIZ: 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 rod
configuration for the HVI blade, 8�O" for +64, -72 p.s.f. A.S.D.
load for HV blade for Keystone mountings 7'-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 5YSTEM ASSOC_
INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER
SYSTEM.PD
Verified By: American Test Lab of South Florida Inc.
Created by Independent Third Party: Yes
Evaluation Reports
FL389 R9 AF AMERICAN SHUTTER SYSTEM ASSOC.,
INC. DRAWING 17-107 PRODUCT OF EVALUATION
REPORT.PD
Created by Independent Third Party: Yes
I389.3 Bertha HV Accordion Shutter- I Extruded aluminum interlocking blades retained by tracks (top
I COMBO- (Non-HVHZ)- Drwg 17-106 1 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. Max. 16'-0" span at 30 p.s.f ASO load for
Blade 1 and 18�O" for Blade 2. See schedules on sheet 12, 25
and 28 respectively
Installation Instructions
FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC., INC,
DRAWING 17-106 BERTHA HV ACCORDION SHUTTER
SYST.PDF
Verified By: American Test Lab of South Florida Inc.
Created by Independent Third Party: Yes
Evaluation Reports
FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC.
DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF
Created by Independent Third Party: Yes
ContUctUS::260jBI.i1St.rcROa Tall.h.s.�32399Ph.n.-BSD-487-1"4
The State of Florida Is an AAIEM employer. Lopilght 2007-2013 State of Florida. :: EOXIIV_Ltaterelent :: :: Refund Statemen
Under Rarlda law, email addresses am public records. If you do not want your e-mall address released In response to a publIc-records recruest, do not send elee1roric
mall to this entity. Instead, contact the office by phone or by traditional mall. If YOU have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(l),
Honda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Departhnent with an email address If they have one. 'rhe email.
provided may be used far official communloution with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Deparpnent itit an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick buim .
Producil: Approval Accepts:
W WFEN WN [�Z_N41 =
hftps:llfloridabuilding.org/prlpr�_app_dti.aspx?param--wGEVXQvltDqvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UCB�/�3d 2/3
QENERAL NOTES:
I. BERM KY. ACCORDION SHUTTER SYSTEM � ON ME PRODUCT �&UMON DOCUMENT of EMJ NA3 BEEN VERIFIED MR COMPLIANCE IN ACCORDANCE " THE 2017 (ft TIMOR) OF THE FLORMA
WONG CODE THFII ACCORDION SHUTTER SYSTEM SHALL MIT SEE INSTALLED AT HIGH VELOCITY HURRICANE ZONM
Dl� RIND LEADS SMALL. BE DETERMINED AS PER SECTION 1620 or INE Wy, MENTIONED CODE. FOR A BASIC VRNO SPEED REOUIRED BY THE MRSOICTION MHERE SHUTTER OLL
BE INSTALLED RITH A FACTOR Kd-O.M USING ASCE 7-10 AND SHALL Nor DOED) THE MAXIMUM (&S.D.) DESIGN nESSURE RATINGS GREIGAZO
ON SHEICTS 11 THRV 15. 19 & 20,
IN ORDER TO "tPrY THE ABOVE CONDI ULTIMATE DESIGN MID LONG DETERMINED PER ASCIC 7-10 SHALL BE FIRST REDUCED TO &S.D. MON wNO LEADS
BY MULTIPLYING THEN BY 06 IN OFTENTO COMPARE THESE W/ MAII- (kSO) 00" PAMURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20.
IN ORDER TO VERIFY "I COMPONENTS AND ANCHORS ON TH3 PZo - AS TESTED. � NOT OlIVI MESSED. A W % INCREASE M AULDRo,, M,,S
ANALYSIS. loGGE43L A MIND DURATION FACTOR 0-I.W M ,E, FOR ,PMEMM OF FASTENERS M ,,D. MR ""Al ONES WAS MR USED IN THEIR
BERTHA KV, ACCORDION SHUTTER SYSTEM'S ADEQUACY' MR %IHD AND LARGE USSILE W= LOAD HAS BEEN! VEFRFIED IN ACCORDANCE WIM SoClou 1609.1.2 OF THE- MCNIC MENTIONED CODE AS PON
All REPORTS.
-w sLATE: (D 1021--ol-03. lmmoi�u 1121-41-05, J0317.02-06, 106M.01-10 AND f0210.01-11 AS PER TAS-201. TAS-202 AND TM-203 PROTOCOLS AND ASMI E-ITUO
AND E-1996 STANDARDS (MISSILE I.EV0. D. WHO ZONES 1- 2 A 3) A #122001-10 AS PER TAS 201. 203 1 203 PROTOCOLS LARGE MISSIU,.
-HV MINDOW RADE 9 10505-01-08 AS PER ASTM E-ING AND 5-1996 (M$SILE LEVEL D. WIND ZONES 1, 2. 3) GAVE PROTECTION ONV AND I W25-01-68 AS PER TAS 202 PROTOCOL
2. W BLADIE 0 AND NY MODIN D�E 0 ME UlDwEERE, I MR, I 11=1 sT, EACH OHM UNDER THE CENTRAL UUMATIONS AND CONDIFIXINS OF USE OOOKIIED ON SHEET 19
3 BERM H V, ACCORDION ME (W SCRIEFS). USED AT SLUGS KNUCKLE AND 11 1111T MOUNT ��ON TO TRACKS SHALL BE 1144.75- AND J1.11.75- RESPECTPIELY. 410-M Ull
STAUULESS� MU SERERS RGIN IMO �N VELD STRENGTH AND ISO W HI STRENGTH. PRIS SNAL- BE DEATED � BERM w =M, SYSTEM AS CUUM SERIES
Co"No APPLOAToNs- NRGG�GEB RM AMERICAN SHUTTER SYSTUM ASSOCATION, PCIS MUST BEAR THE W MARANO ON THEIR HEAD. w APPRONED
4. ALL ALOANUM D117tUSIONS � BE ALUMINUM ASSOCIATION ALLOY ANO AS ROOM, C, M,,S 2 AND 3. MINIMUM Y"Zo STRENGTH FOR 063-T6 ALLOY IS W.0 $II,i AND 35.7 k,I; FOR
601 ALLOY.
ALL SCREIIkS TO BE STMNILESS STEEL 304 OR 316 ASt SERIES OR CORROSION RESISTANT GEAFTO CARBON VEM AS PER ON 50015 14TH 50 W MK YtlD STRENGTH AND 90 W MIN, TENSILE STRENGTH.
AND � COMPLY W/ FLORIDA WONG CODE SECTION 2411,3AA.
6. BOLTS TO BE AFFM A-307 GALVANIZED STEE- OR JUS! 301 OR 316 SERIES STAINLESS STEEL KDRI M IN MINIMUM YIELD STRENGTH.
7. SEE THE FOLUOGNG SHEETS FOR ANCHOR SPOCIFICATI W �E (D : tZI3.14.15 AND 20
W EXAZE 0 It 6 INORMM IN UNISON� 12. 13 & 15
THIS BERM H.V. ACCORDION EHUmjI SYSTEM BEARS A U.S. PATENT 16-779,582. COMPONENTS OF THIS APPROVI ME 1�11. 11 "GO OR IN PART BY
UEEAL SLIPPLY, INC. U-S PATENT 15*'ISS.179 ISSUED TO EASIM
9. IT SHIJ.1. BE THE REsPonsturr or THE coNTRA:rGR TO VERITY THE SOUNDNESS OF THE STRUCTURE VNERE SHUYTTR IS TO BE ATTACHED M INSURE PROPER ARCHOWL CONTRACTOR 70 SEAL/CAUHLK
AUL SHUTTER CCAF`CNENT EDGES WCH RENH . THOU FASTENING N CONTINUOUS CONTM� VITH THE WONG TO PREVENT KINE/UM R,WM4.
10- EACH UNIT MUST BEAR PERMANENT LAND. IN A IASIBLE PLACE " WNRINING NI DURING PERIODS or HURRICANE WMNXM HOME MEN, ,AM. OR OTHERS. MUST, pRE,,,y COST ALL W AND No
AND ENGAGE OR LOOK ALL W AND No LOCKS.
11. SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A NEARLY VISSI.E LOCATION AT ACCORDION SMUTTER M AEGGROUNI ,G, SECTION 1709.9.3 OF FORIN SG�BAG CODE CHE LABEL SHALL K
�W MR EVERY OPENING. LABI TO COMI RON SECTION 170.9.2 Of THE FLORIDA WONG WL
12. TERM HX ADOCROON SHUTTER EYSTIM'S INSTALLATION SHALL COMPLY s,, SPECS INDICATED IN THE DRANING PLUS ANY WONG AND ZONING REGULAIMNs P�Djo BY THE JURISDICTION "ERE
PERMIT Is APPLIED TO.
13 W THIS PLO PREPMED BY THIS ENGINEER 15 GENETIC AND DOES N07 PROADE WFORNATMIN MR A SITE SPECIFIC PROI II III THE SITE CONDITIONS DEIIATE FRDV THE PZD.
(b) CONTRACTOR To BE FOR THE E`MFBN- PURCHASE AND -W�LAGON RMUDING UI SAFETY OF THIS PROACT- BASED ON THIS PXM. PFKNQED HE/SVE WES 14T DVVkTE FROM,
THE CONDITIONS DETAILED ON THIS DOCUMENT- CONMIRCTON SAFETY AT SITE IS THE CONTRACTORI RESP(MIREDuTY.
(C) THIS P.E.D. NUI BE CONSIDERMID MxLo 11 ALTERED BY ANY MEANS.
v
I= SPECIFIC PROJECTS SHALL BE PREIPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT MC" IILL BECOME THE ENGINEER OF RECORD MR THE PRojoa AND M, 1, BE
""DO FOR THE PROPER USE OF ME P�D. ENGINEER CF RECORD. ACTING AS A OELEGADEB ENGINEER TO THE P-Eo- ENGINEER SHMJL SUOMI W THIS LATTER THE Sa SPECIFIC DRAWNGS FOR
REYM
(0) ORIGINAL PMD. SHAL BEAR THE DATE AND ONICI SEN. AND SVINWIC OF THE
P.E.
ENGINEER Of RECORD THAT PREPARED a.
OX17 �Fvoo. M.
zli:r =Ec —o, It �c
TILLIT TESTING At ENGINEERING COMPANY
91. 11 ... KM
1GO,
R� F (305)671-1"0 (�)37 ......
Ul-0O.I9
'7/ON Al. Or-""
/nAY,
Am 4 RUff 1, P.E.
RONA 6,
16BLE OF CONTENTS
GENERAL NOTES
SHEET I
SYSTEM COMPONENTS 1-20
WELT 2
SYSTEM COMPONENTS 21-37
SHEET 3
TYPICAL SHIUNIIER ASSEMBLY 38-44
SNEEZY 4
TYPICAL KINDOW BRADE & IVINDON DETXL
ASEA 2, HIT RLADF (1) AND jiIL MUhIpaw
RLApr a
(WHERE APPUuiqui-Ei
TYPICAL SHUTTER ELEVATION & NOTES ON LOM
SMEET 5
VISTALLATION DUM3 A-F. COINCRETE/BlOCK
SHEET 6
NSTALlATION DETAILS G-M. CONGNEIIE/BLOCK
SHEET 7
CIENTINFIGUAVE DEFULS W
SHEIET a
CEhTERMATE &TERMNING DETAu; W
SHEET 9
END CONNECTION DETAILS 1-6, CONCRETE/GLOCK
SHEET to
MAXIMUM SPAN TABLES
MEET 11
ANCHOR SCKEDULE- CONCRETE & BLOCK
SHEET 12
ANCHOR SCHEDULE- CONCRETE & BLOCK
MEET 13
ANCHOR SCHEDULE- CONCRETE & BLOCK
SHEET 14
ANCHOR SCHtEAI VRGEO
MET is
INSIM.LATION DETAILS M-R. s,,,
SHEEI 16
INSTALLATION DETAILS S-X. soac
SHEET 17
END CONNECTORN DETAILS 7-12 & X, WOOD
ABEA 3, HV WINnOW A' ADE 9
SHEET 18
ONLY
TYPICAL SNUI ELEVATION
AREA 4, HV WINDOW RLApr In ONI
SHEET 19
y
OETAJILE. METAL STUB ALE
SHEET 20
ITHIS DRAWING SHALL ONLY BE USED TO
06TAIN PERMITS IN THE STATE OF FLORIDA
AmSmS.A.
American Shutter Systems
Association, Inc.
4268 %Yestmods Dri�,
Viest Pulr,I Beach, FL 33407
Accordion er System
KV. RAMME #1 W/ CMR TV. w
AVANG No
17-107
J) HV SOLIQ BLAD
COVERED UNDER US PATENT If 5458?79
- (g HV YANDON BLADE!_,,
OF USE OF BLAQE-4.<0N SHEET 19
60
QUALIFIED FOR USE W1 MY
BLADE
--,aO63-T6 ALLOY A9
D ... rr
1117'
clo, �4
a'
670 f LOT-
0 A
wlLAV CEILING HEADE
TIED FOR USE W/ MY BLADECDONLY,
SEE SECTIONS FOR �UUW,
6063-T6 ALLOY AND TEMPER
I I' I 1- 11"2'
(f� SIDE ANGLE
QUALIFIED FOR USE W1 MY
P 4-
(IRV-11NIVERSAL FLOATER
QUAUFED FOR USE W/ W 6LADE(D
6005-75 ALLOY AND TEMPER
OUAUMED HV VRHV08'!AGE ONLY
ED
6063!T AND TEMPE
L
QUALIFIED ED USE W/ MY
ONLY
6063-76 ALLOY AND TEMPER
0 U AU RE OR WFO R UMS EQ 4W MY
SLADE C 1)
6063-TS ALLOY AO TEMPER-
(�)HV WALK -OVER TRACK
QUALIFIED FOR U Y1/ MY
'�- 6063-Y '0110, TEMEW
14 HD CEIUNG HEADER/SILL
QUALIFIED FOR USE W1 MY SLADET
SEE SECTIONS FOR VALIDITY.
6063-Tfi ALLOY AND TEMPER
COMPONENT
A
N TI T�
M� 1 1/6- '/a
MAX.1 0,19z,
--4�1
7' MAK, PAW 10,190*
a.t3,-
05 HY g(r/180! , STARTER
OUAUFIED FOR USE W/
MY SLADE (D
6063-T6 ALLOY AND TEMPER
842
,25U
MALIFIEMD WFOR LISPE SVWI MY
SLADE () ONLY.
6063-T6 ALLOY AND TEMPER
y I
0.125-
VUALI JED' TFOR U&SE HV
EILAOCT
6D63-TS ALLOY AND TEMPER
EO HY RAINGUARD
OUAURED FOR UtIE W1 MY
I
6063-1 k 0 TEIVER
Z
%
.............
TEO
0'.
02017 ITTECO. TIC,
/77LEcoM,
A.S.S.A.
AnnerIcan Shutter Systems
Assoclaffon. Inc.
4268 Westroods Dfive
Viest Palm Beach. FL 33407
92017 EASTERN METAL SUPPLY. ING�
BERTHA T,
Accordion Shutter System
KY. BADE #1 W/ OR W/O KY. WPDDN BLADE
TILLIT TESTING & ENGINEERING COMPANY
XN.
(WS)v,-.5w. F.: (305) 1'- .53,
-1
Rat',
DUAN Ih%, m
51TI-IFIL'IN-
07/
(MYE, 07/27117
DRM%qNG No
17-107
V��8:
6063-16 ALLOY AND TEMPER
----------
,E--i , a I-�
PLO, �wq
' R
2 LOCKER FOR 'T' LOCK CrNIFWMATF
OUALIFIED FOR USE W1 W BLADE 01ONLY
6063-16 ALLOY AND TEMPER
214'
�S
jj
(33f' HD CENTERMATE W/ No �1� ROD
QUALIFIED FOR USE W/ HV BLADE &
4063-TG ALLOY AND TEMPER
0 LOCKING RODL
OVXIFIE0 FOR USE W1 MY BLADET
6063-16 ALLOY AND TEMPER
�I'STALLATION VOLL REQUIRE A 7/16�
2,874-
4a Hy h N
QUALIFIED FOR USE P11 W BLADET."', 12
6063-T8 ALLOY AND TEMPER
HV 3/8"0-16 AC :L)
# I I
QUALIFIED FOR USE %, W StfiDE I & 6
,S"A HV 1/4' (6-90 AM 1M
QUALIFIED FOR USE W1 W BLADE(D
cWD P�
us 1�
.,,9.
Lem
(O'ecME PLav*
I HYLEOESS LOCK
OUAUI DeR USE W/ HV
BL UE 1, ?g ONLY.
Li F
;2ff
AFTER RNEID
BEFORE RIVETING
1/4"0-20
RIVNUT*
:M.-13 ��) � FtAn' TNP'
AS —r��ll W A�
NVA �v 0YOU . �
FOR USE %V/ w
)E G) ONLY�
0,876.
,A A
�R HO LOCK
BY RECENT HAROVIARE MORTISE LOCKS SERIES 2J33 OOK ED' LEVI.
OUAUFIED FOR USE VI/ W BLADQD& CA
C20t7 XTEO0. 02017 EASTERN METAL SUPPLY, INC.
ff E-lMHA-HVT—,
Accordion Shutter System
LF c �o---, A.S.S.A.
Z =1E
RV. GUIDE #1 W1 OR WIO RV. WNDON BADE
American Shutter Systems
TILUT TESTING & ENGINEERING COMPANY
WO IS OR,
2
S
Association, Inc. �� ING 2
1 015NUI-l" � f.. 4268 Westloods Dri,, T2
.—Pl, NPI.PPM.l� 3 IMORAVYING NO
West PaRY, Beach, FL 33407
6712
17-107
��'PAIALX ROR� ik� # 44167 -------
SHUTTER ASSEMBLY SCHEDULE FOR
HV (11 HV (P
(D
HV BLADE I
W BLADE 1A
HV LONG RECESSED NYLON BUSHING
NY SHORT RECESSED NYLON BUSHING
HV NYLON HAT WASHER
HV WHEEL CARRIAGE AISI 302-303 SERIES
0,870-,13/16- THICK NYLON WHEEL,
0.188,0 ArS( 302 SERIES S.S. RR(ETS
W 1 3/4 ACCORDION PIN W1 #8 HEAD
IV:2�314- ACCORDION PIN W/ #8 HEAD
POLYCARBONATE IMPACT RESISTANT W WINDOW
my RB OURREMENTS AT EXTERIOR BLADE KNUCKLE FOR
, w w,
(1) HV PIN (D SHALL ALWAYS BE USED AT ALL EXTERIOR
BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVI@ OR
HV (a BLADE.
(2) HV PIN @ MAY BE USED IN UEU OF (9 AND ONLY AT
EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D
MADE WHEN CORRESPONDING TO INSTALLATION '11", SHEET 7.
(3) HV PIN 0 OR Q W1 1/2*' O,D� 1/ 16" THICK S.S. WASHER
SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X.
SHEET @
EXTERIOR " , U
dj I,
— 41.
41
g
(DOR or
NOTE FOR
PREMCNIS) (D OR
ID OR 0
EXTERIOR
R IgROR
HY "I" @ EEXT
1
10,324- atAcEt KNUCKLE.
I (SEE RON - FOR
REQUIRMENT!I)
TIP
MEL CARRIAGE DETAI Uw AREMBLY LAYOUT
C2017 XTECO. C.
7 ME C 0
:i �L
TILLIT TESTING & UNGRINEESING COMPANY
635, '1. .' �_ .. R% ��' QOIVM�.
F*o- 1 (305)671-13-30 . Fn� : 005)871-11,31
W-OVWil'o
R. X 14UT 4'. P.0
fta"M U. 1 44107
062V
a -0G25' 0625 .0625-
DLYCARBOtIATE IMP I' N N W11
AYER MAI(ROLON %3 �PONCAABOMATE
ESINS, UV—STABR-12
INOVATIVE PLASTIC
�EE NOTE "I" ON
POLYCAR80
Am,
.0 f.'
Pw 'd
D�'
3� 1.k
P"L
CPU
14
C-I 0,4S
IvmF, �.4
� COOR: 'U�� I
� a,, I
A
A.S.S.A.
American Shutter Syslems
Association, Inc.
4268 Wastroads DrNe
W.St Palm Bauch. FL 33407
�2017 EASTERN MET& SUPPLY. INC.
BERTHA FfVT,
Accordion Shutter System
KY. BLADE #1 W/ OR W/b RV. WNDW BLADE
KWING No
17-107
941-
C8 I -
TYPICAL J) HV BLADE SHUTTER ELEVATION
N,T�S.
"'NOTIES-0 I l --- ANO CENTERMATES
hI�MY
ARM OR aa�- ONE LOCK 8 Or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN MR ANY SPAR
AS QW I R SPIN 'OR 'SO
ENABLE Mw 'OR"Br., SINI BE11.7E Ats UP TO 10I ANO FOR INSTAl AT ANY
SED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO OR tto
CENl 1/4'0-20 Ir 1/2' LONG FLAT READ SS� M.S. LOCATION OF LOCH SNALL BE AS
... . ...... - ----
2. �,11 111�11& I,S;I1:l1wbLk; 11 Est OR MR SECURITY PURPOSES UP To TWO w
LOCK 'Z3 I =t5CR IL6 My BE USED ASi AN INSIDE OR OUTSIDE LOCK, CONNECTION OF LOCKS ib CERNEREAlis (g)
on
0 SHAU. BE AS IND
LOC,7"N I BE I UN ITrt� bRUIN,K ELEVATION.
oppoul CONDITION J2 NA110
Il CObIl 111 0 UMITED MANDATORY CONDITION
Qt[Ly-JyHtbL �RCE N I
M"Mj WrIs" MY IMORE); LOC G RODS OT REQUIRED AT
IfBE U SHAR PER -�R.RRICAINE POSITION, I 114Y
UI 'I Ol TO ENHANCE FO MAN , C
M A E LOCKING RODS Qp OR AN ALTERNATIVE DEVICE
AY ALSO BE USED AT STACKING POSITION (NOR HURRICANE POSITION).
4. ONlW LOCK I& ta,0 S&RI BE USED AT CORNER R ANY SPAN
.M,D, 0, �
INSIDE
AND INSTALLATIONS �AT I it 1 11; 111 - SIDE
ATTACHED TO A CORNER CENTERANTIE ,, Z I IN-20 9 1/2� LONG FLAT HEAB Ss. I TWO LOCKING RODS
AT TOP & BOTTOM SHUM-1. BE USED-- LOCAJI�' & LOCK SHAU. BE AS INDICKIET, ON TYPICAL SHUTTER ELVAnONI
MA0MUM SHUTTER SPAN SHOEE BE DETETNINM AS PER SCREDULES SHOWN ON SHEET 12,
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