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USER: Public User
Eoajjxt_8ppingya1_Meru > Produdor A SHicaVon Seam A plication Ll
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> Application Detail
FL # FL389-R9 SCANNED
Application Type Revision BY
Code Version 2017 St- Lucie Countv
Application Status Approved
Comments
Archived
10
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/Emall
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Bill Feeley
lrodriguez@easternmetal.com
REVIEWt'i-
CODE COMP�-
ST. LUCIE 0�'
B01-'
Shutters
Accordion
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
C Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Walter A.. Tillit, Jr. P.E. il ile CoPY
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 - Hardcopy 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
https:lifloridabuilding.org/pr/pr�_appjfl.aspx?pamm=wGEVXQwtDqvYYHH2vJw53MwsXdCOtOXQsoPMYK7UC8�/�3d 1/3
. 4/4/2019
Florida Building Code Online
Sections from the Code
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
FIL * I Model, Number or Name I Description 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 ASO load and 13�O" for 35 psf negative ASO load the
HV3 blade w/o window blade,5�2" for 110 psf ASD load for HV3
blade w/o window blade and W-11" for 62 psf, 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 ASO pressures.
Installation Instructions
FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17-
108 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 AE AMERICAN SHUTTER SYSTEMS DRAWING 17-
108 PRODUCT EVALUATION REPORT.PDF
Created by Independent Third Party: Yes
I389.2 Bertha HV Accordion Shutter -Blade 1 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 "0". Max. Span Is 16�O" for 30 p.s.f
negative ASO load depending on centermates and locking rod
configuration for the HV1 blade, 8�0" 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 HV1A 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 SHUTTER
SYSTEM,PQ
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,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 I and 18�0" for Blade 2. See schedules on sheet 12, 25
and 28 respectively
Installation Instructions
FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC., INC.
DRAWING17-106 BERTHA HV ACCORDION SHUFT TER
SYST.PD
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
F- -7k F _- -_,1
Contact U :: 2601 Blair Some Ros , Tallahassee FIL 32399 Phone, 850-487-1824
The State of Ronda Is a. ANEED employer. C. ght 2007-2013 State of Florida. :: EdMcy_StRttMrnt :: Accessibility Statement :: Refund staterven
Under Flodda law, email addresses are public records. If you do not wart your e-mall address released In response to a public -records request, do not send electronic
mail to this enthy. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to section 4S5.275(i),
Honda statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. must provide one Department With an email address If they have one. rhe emalls
provided may be used for offidal communication with Me licensee. Howaver 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 available to the public. To cleternilne If you am a licensee under chapter 455, F.S., please dick hem .
product Approval Accepts:
0 w0i A# RTR 0
hftps://flar'idabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDqvYYHH2vJw53MwsXdCOtOXQsoPMYK7UC8%3d 2/3
-G.ENERAL NOTES:
1. BERTHA N.Y. ACCORDION SHUTTER SYS'll, SHOWN ON NIS PRODUCT IN&MATION DOCUMENT (PMO�) MAE EVEN VEMM FOR COMPLIANCE N ACCIDANCE WIN ME 7017 (M EDITION) OF ME FLORIDA
WIMNO CODE. NIS ACCORDION SHUTTER SYSTEM SHAU. NOT BE INSTAU.ED AT NISH VELOCITY HURRICANE ZONES.
DESIGN VARIED LOADS SRAIJ- BE DETERMINED AS PER SECTION 1620 Or THE ANNE MONTI. CODE, FOR A 0AFC WIND SINCED REGARRED, BY ME ,,RE U
61 INSTALLED WITH A DIREMONALIFF FACTOR Kd-045. MEMO ASCE 7-113 AND SHALL, NOT EXCEED ME MMwDM (&S.D.) DEN,, ,,,S,pE A,I
ON SHEETS 11 MRIJ 15. 19 & 20,
IN ORDER TO VHDFV THE MOVE CONDITION. "TIMATE MOM WIND LCM5 DETEMNHM PER ASCE 7-10 SHAiL BE nM REDUCED TO &S.D. DESICN WIND LOADS
BY MUNPLM� THEM BY 06 IN ORDERTO COMPARE THESE W/ MAi. (XS,O) DESICNI POEssUne MI MOI,,I on SHEETS; I, W 15. 19 & 20.
IN ORDER TO VERIFY NAT COUPONENTS AND ANCINK)n ON FINS P-Ca- AS TEMED. V11S NOT O� STRESSED. A 33 X INCREASE IN ALLOWABLE STRVSS MR V� � WAS IM MSM IN NOR
�YSDL HOWEVER. A WIND DURATION FACTOR CE-1.0 M ,M MR VERIFICATION OF FASTENERS N WOOD.
BERTHA KV, ACCONTON STONER SYM'S ADEQUACY MR WIND AMID LARCE MTSMLE IMeACT LOAD, HAS BEEN ,,M, I, ACCORDANCE, ,, ,,NN
An AEPDRTS� lOOKI.1.2 OF ME ABOVE MENTONE0 ONE A, pat
-w 8I.ADE (D #0214,01-03. 1071501-03, JIONMI-05, #1214.01-05, JOCH7.02-06. #060.01-10 M, 10210.01-11 AS PER TAS-201. TAS-202 AND TAS-203 PRONNOL, E-,,,,
MO E-NM SLANDANDS (M� � 0- WIND ZMES L 2 3) & 11220-01-10 AS PER TAS MI. 20 & 203 PROTOCOLS; IMIGE LASSS�
-HV WINDOW SLADE 8 110305.01-00 AS PER ASTIM E-NIESS E-1996 (MISSILE LEVEL 0. WIND ZONM 1. 2. 3) BASIC PROTECTION ONLY � it on5.01-M As PER TS "2 pNNNGL
2- W (BLAME (D AND W WINDOW StADE 6 ME ENGINEERED M WORK IN U.%;ISON ysM EACH OMER UNDER ME GENERAL JUITATIONS AND CONDITIONS OF USE SNOICkTED ON SHEET 19
3. BERMINA, N.V. ACCORNOM PINS (W SCREWS). MSM, AT EHA,,, KNUCKLE MR, FOR ,,CT MOM CONNECTION TO TRACKS SHQU. BE 014,42.75' AND 114.1.75- INVECTIVELY. 410-M MIM
sr�ss STEEL SCREWS WIN 1""0 W VROLD STRENOTH � IN W TENSILE SMCNGTN� PING � BE COATED WIN UNINK MY M� COATING SYT[EM AS
COATHO "P"CATORE REGSTERM WIN AMERKAN SHMnat SYSTEMS �SSNAMON- PMS UM BEAR ME MY MUNRO 0.4 NOR READ.
� �LMMNUU OGMISONS SNAIL RE AUUMIWM ASSOCIATION � AND TUMPER AS INDICATED ON SNECY, 2 � 3. MlMMN` VOLD STRENGTH FOR 6063-TO A0.0e IS NO k� AND s5�7 W MR
6005-T5 ALLOY.
5. � SCREAM TO BE STNRILESS STEEIL M4 OR 316 AISI SERIES OR CORROSION RESISTANT CMIED CARBON SMEL n POt ON SKINS WIN SO iel MN- VOLD STREMICHI AND 90 W MIN. TENSILE SMENWK
AND SHNIJ- COMPLY W/ RCRAIA SIAUVNG CODE SECTOR 2411.3J.k
6. ECILTS TO SE AS7M A-W7 MLVANIJED STEEL OR AJSJ 304 OR 316 SERNIS ST� STEEL MIN 35 kst MMMUM VOLD STRENGTH.
7. SUE ME I'MLOW4413 SHEETS MR AN,:HN ��RONS: w () : TZ13,14.15 AND M
w IMAGE (D & 9 wcRKNG N uNwm! It. 13 & is
THIS OERNA KV- ACCORDION SNUITER SYSTEM BEARli A tf� PANGVT 16'779MZ Or THIS APPROVAL ME COVERED. IN WHOLE OR IN PART BY U.S. PATENT J5 .458.179 OSMDD 70 EASTERN
METAL SUPPLY. INC.
9 IT SHALL BE ME OF ME CONTRACTOR To VEKTY ME SG`HK`NCsS Of ME STM=n "M SHMFEENT S TO BE ATTACHED TO WSURE MOPER ANCHOWL CONTRACTOR TO GEAL/�
� SMiTTER Ote"'IMENT MCES WHICH REMAIN. THRIJ FASTENING IN CONMAJOUS CMTkCT WIN ME [Rift0m; TO ,RCvEHr wNC/Mjq GMMO,
ID. EACH UNIT MUST SEM PETMANENT LABEI. IN A MITE PLACE WIN WAMM MOM- DURING PENNS OF M,,,ME WARNING, HOME MM. OR OTHM MUST TMPERVY CLOSE � HY AND NO,
�"� MD MWE OR LCCX AL- IN AND HD L=KS.
It- SHUTTER IABEL SHAl BE LOCATED ON A READILY IsSiStE LOCATION AT ACCORDION �Cl 01 ACCCR� vall, SECTION 170A 3 OF FLORIDA SMILUNG CODE CHE WEIL SHALL BE
PLACED MR EVERD' OVIDANG. WELNG TO COMWLY VAN SECTOR 1709.92 OF ME "RIM BUILDING COM
12. NIRMA N.V. =ORDAM �R SYSTEM'S INST�TION SMALL COMkY WIN SKCS INDICATED IN NO DRAWING PLUS ANY BUILDING MD ZONING REGUI.ANKINS PROVIDED BY ME �111SUCTION WHERE
PERMIT Is APPUED TO.
13 (c) THIS P'CD' "RETMED BY M's GNOV`M M �CRIC Ma DOES NOT PROVIDE NFORMAnON FOR A SITE SPECIFIC �. Le. WME ME SME =NOTIONS DEVVTC FROM ME P.EO.
(b) CONTRACTOR TO BE RESMNSHILE FOR � SO.ECTION. rURCHA&E AND W=,sH, LIFE SAFETY OF MS M,,, ON Me pXA.. pROVEED HL,,HE WCS NOT OMM, FROM
THE CONDN"M DCT� ON NIS �- CONSTRUCTION SAFETY AT STY IS ME CONTRACTOWS RESM NS.
(�) NIS PI.D. KILL BE CONSIDERED NV&IJl IF ALTURED I ANY IVEM&
(it) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENOWEER OR ARCHITECT VNICH! � BECOME ME ENGINEER OF RECORD (L�) FOR ME PROJECT AND WHO WHL BIC
FORI ME PROPER USE OF WE P.E.D. ENGMEERI OF RECORD. ACTING AS A DELEGAM ENCINCER TO ME P.CD. ErKMEEF! SHAI sMissr I N, ,Tt, ME M W,,, ,,M MR
REEVEIN.
W O"II%Q- P40. SHALL BEAR ME MIE AND ORKMAL SEAL. MO SMUNTURE OF ME
EliGINDER Or RECORD THAT PRETMN� IT,
TADLE OF CONTENTS
GENERAL NOTES
SHEET I
SYSTEEW COMPONENTS 1-20
SHEET 2
SYSTEV COMPONENTS; 21-37
SHED 3
TYPICAL SHUTTER ASSEMBLY 315-44
SHM 4
TYPICAL WINDOW BILADE & "NNW DUAL
ASF6 21 W SLADF (b AND IN VANDOW
RIADF
fWHERE APPI [CABLE)
TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS
SHEET 5
MFALLAFON DETAILS A-F. CONCRETE/eLOCK
SHM 6
INSTALLATION DETAILS G-M, CONCRETE/SLOCK
SHEET 7
CENTEIMATE DETAILS NY
SHEET 8
CONTERMTE AUMMATING Dams H,
SHEET 9
END CONNECTION DEYAILS I-rh CONCIRETIE/BLOCK
WET 10
IVIXiOMIJM SPAN TABLES
SHM it
ANCHOR SCHEDULE- CONCRETE Ac BLOCK
SHEET 12
ANCHOR SCHEDULE- CONCRETE & BL)CS,
SHEET 13
MCHOR SCHEDULE- CONCRETE & BLOCK
SHEET 14
ANCHOR SCHEDULE- VVCOD
SHEET 15
"FlALLNnON DETNLS M-R. WON
SHEET 16
INSTALLATION WARS S-X, WOOD
SHEET 17
END CONNECTION DETAILS 7-12 & X, WOOD
ARFA 3m HV VIIINDOW RLADF 64
SHEET is
ONLY
lYPICAL SHUTTER ELEVATION
AREA 4, H!V IMUDOW FILADF131) QN[
SHEET 19
Y
INSTALLATION DETAILS. METAL STUD VOLS
SHEET 20
THIS DRAWING SHALL ONLY BE USED TO
OBTAIN PERMITS IN THE STATE OF FLORIDA
IN, . ........... Oxil 02017 EASTERN METAL %PKY. INC.
4N
13ER—T—H—KWV—w
Accord'
21MI—TrEc—o, �,, AwSmS.A. ion Shutter System
V, MADE M,,A
W/ CR W10 KV. WIWN MADE
TILLY TESTING & ENGINEERMG COMPANY "SOAM1,0, DAN
06P American Shuffer Siniferns;
IMS' . N� S, i LM I.-.. P71271
Association, Inc. /F7/17
4268 Westroods
West P.ftYI Bcoch, FIL 33407 DRAWING No
w-DOW"19
OHL. W.UR � �I.Lff 4, WE. 17-107
P.E. tF,�iIMfY6RF/flATF MORD& Ue. 1 44167
UNDER US PATENT # 54MI79
OF USE OF BLADE.�CN SHEET 19
QUALIFIED FOR USE W/ w
670
1520'
oull HV CEILING HEADER
FEED FOR USE W/ W SLADE(-I)ONLY.
SEE SECTIONS FOR VAUDITY7
6063-T6 ALLOY AND TEMPER
I I- I " 12M2.
(15, 51DE ANGLE
OUALIFIED FOR USE W1 w
OUALIFIED FOR USE W/ W SLADE(D
6005-75 ALLOY AND TEMPER
(9 HV S
OUALIFIED FOR Hl BLADEO
6.6, �ffR��ILL OILY
ALUMINUM ANGLES
OUALIFtED FO USE YI/ MV
6063-TS ALL 61 ONLY 'TEMPER
OY AND
lUAL!"RE WFOR 05EQ141 W
BLADE I
�6063-TS ALLOY 4U TEAPOR
(�)HY WALK —OVER TRACK
QUALIFIED FOR U E'VI/ w
BLADE I
6063-IG ALLOY Z01
103 111) CEILING HEADER/SILL
QUALIFIED FOR USE W/ NY BLADE(D
SEE SECTIONS FOR VAUDITY.
6063-T6 ALLOY AND TEMPER
B I TI
Te
2-
5'.. 1/,-
1/,'
0.192-
0.192-
------4—
2.5'
M"� 10—
0.190'
'IN 1
2-
..10.,39-
0.13t" I
@HY-M /I 60i 'STARTER
QUALIFIED&R USE W/
KV BLADE
6063-T6 ALLOY AND TEMPER
"4
842
12-
MAIN VFOR uSMY/ N�
BLADE(DONLY
6063-T6 ALLOY AND TEMPER
x Y I
2' f 2' 10.125-
3* 1 3- 0"0.
x
V0
GAI$FRIED WFOR U&SEPW/ NV
2LADE(j)
6063-76 ALLOY AND TEMPER
tO HY RAINQUARD
QUALIFIED FOR U W/ HV
I
6063-T 201 TEMPER
%
p
O� TEO
Zl=LrEc�o,...
A.S.S.A.
American Shutter Systems
Association, Inc.
4268 Westroods Drwe
We.( Polm Beach. FL 33407
02317 EASTERN METAL SUPPLY. INC.
BERTHA HVTM
Accordion
Kv. D.Ax #1 w/ OR Shutter System
W/O KV. WNDCN BLADE
TILUT TESnNG & ENGINEERING COMIPANy
(3")871-1�1
.--� k�Pfto�
ay. .4
M "0.
1
I
OLD is -on
X"
ZA.
1p "1
19,
:., 70 p
or zgq Ar., l—'-
2
3
DRAWING No
17 —107
1
/-A HV N
12 r
f7) LOCKER FOR "T" LOCK CENTERMATE Olfi%UFIED FOR USE W/ W B E FIONMLY,
QUAUFIED FOR USE W/ W DLADE(DONLY 6063-TO ALLOY AND TEMPER
6063-T6 ALLOY AND TEMPER
TEO
(g� HD CENTERM E-W/ N9 ROD
QUALIFIED FOR USE W/ W GLAOE�� k
6063-T6 ALLOY AND TEMPER
I@ LOCKING RQDn�
ovAunfl) FOR USE W1 W BLADE01
6065-Tfi ALLOY AND TEMPER
�I'STALIATION WILL REQUIRE A 711&
I
�f6)
'-20
NvENG
ARCO FWED
218.
87S*l
`AqD)
HV LOCK
0 BY FGHESS LOCK
02 87 QUALIFIED OR %V/ QUA
LCORNER C�� (9 ONL BU
LZED(E&R USE W/ W
E ONLY,
D FOR USE W/ NLY —250, O.D.
06S-T6 ALLOY AN _518-
-.045,
m5s.-el
C6 AFTER RNETIt
BEFORE RNZ7PNG
1/4-1-20 x 3/4'
J_ CREW 1/4"0-20 RIVNlff*
TWMBS
*SEMVS 9444 &�UU (2074-T] �OO �' PLMR= ,N
�M OUTSOW. PART Al 0.20. AS .1AWMPED oy YD,_
pAB`PPoY' � �v � M ODA,
ILE "T" LOC CI"'--- ATE SHATIVE LOCK
FOR USE W1 W BLJ,DE ONLY MCKE --�rj��UJ�USE V// HV
6063-T6 ALLOY AND TEMPET Z/M 8 LAD E CV G2ILY. E ONLY.
0
CYLINDER OR
MNUER
U5.
0 075'
.125-
IA
ED FOR UK v% W 81 r Cjj�
6063-T6 ALLOY ND TEMPER
CYL,NDER
OR KE,
1 �7 TM
1.78
HD LOCK
(1�0-212
AISI 304
BY RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCIL
-S" THLOSCREM
OUAUPTED FOR USE Vf/ W SLADE (D &- EA)
UU�FJED FOR USE V11 W BLADE (D
Rnpffih Piviniur. rnnEtu-- u-, ur— u
02011 EASTERN MET� SUPPLY. Nc.
1/1N.
7
-.6-3 c o In
A,SmSuAll
ff E--R—T—H—A—MV,—
Accordion Shutter System
TIWT TESTING
American Shutter Systems
KV. BIAADE #1 W/ OMR KV WhWN BADE
RV..
�0.
DIU
-0
STA
& ENGINEERING COMPANY
6155 N' JW o,M ,,,
Association. Inc.
PD i/r,/
(305)871-1530, F., (3taTill-In'
4268 Westro—
0� %
0 RIS
R
West P-h, Be.�h. FL 3�407
DRANNG No
1. IE,
17-107
a
4�167
SHUTTER ASSEMBLY S4HEDULE FOR
—E)L-�HV
(D
HV SLADE I
W BILADE 1A
HV LONG RECESSED NYLON BUSHING
HV SHORT RECESSED NYLON BUSHING
HV NYLON HAT WASHER
KV WHEEL CARRIAGE AISI 302-303 SERIES
0.870'.3/16' THICK NYLON WHEEL.
0.188"d AlSf 302 SERIES S.S. RIVETS
W 1 3/4' ACCORDION PIN W1 IS HEAD
HV 2 3/4- ACCORDION PIN W/ #8 HEAD
POLYCARSONATE IMPACT RESISTANT W WINDOW
� ti� PwKe UIREMENTS AT EXTERIOR BLADE KNUCKLE FOR
(1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR
BOTTOM KNUCKLES F
HV (9 BLADE. 0 HV ACCORDION SYSTEM W/ KV V OR R.EICAL SHUTTER ASSEMBLY
(2) HV PIN @ MAY BE USED IN UEU OF E) AND ONLY AT
EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W1 HVQ N:024-
BLADE WHEN CORRESPONDING TO INSTALLATION -11'. SHEET 7. .048
la
0) HV PIN @ OR @ W/ 1/2" O.D. 1/] 6" THICK S.S. WASHER 54
SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, <-,
SHEET
WEL CARRIAGE DETAIL
EXTERIOR )
MADE's
2
OOR
A
EXTERIOR
MY PIN OR AT
POR
EA OR
INADE'S KRUCM.E.-\
On Non - FOR
N
REOUIREMEN11t)
C2017 TILNEW. KC.
ZME R—C 0 —im c,
TILLIT TESTING & ENGINEERING COMPANY
If 1.157
Kv
4,
ON
8� .052V Gen asn-
L A �N13PA T
M MA4 !0 TORN 1 03
L
Si UV 1 12
CLEIRM Cc I ES71 �AEVL E�
D
TO ee� SRI I OVA LVE P STIC LEXAN
12. UK.
=Z�� (SEE NOTE 'F' ON SHEET 19).
POLYCARBONkTE SOURCES FOR (9
RRU
""No'
UNN
SUUeCo
N,= W
U,w
4722
K, %
..UKn..
sm"S ram VA�.
AnSI.S.A.
American Shutter IS fems
AssodatIon, IT
4268 Westroods DrNe
West Palm Beach. FL 33407
Accordion Shutter Systc
RV. MADE #1 W/ OR WIO RV. WINOON HIM
DIMMKI . un OUU,1 [w, I a
OLD 15-C85 "RE: 07/2
2
DRAWING No
17-10
SHEET
I Ar I
--4" 2727C
III
1fl1tt I
If I III
4 06
VT
0
rJ
IL-
fit
a
III
I
I
ul
if 4
1
No -1
ECTION,
.S ON
S To A,
&I
W-a
I
OF
70 C7-, @ -
@- Q11 1 (8:)-08 C71 -
C8 1 @81- @-,J_�- @
TYPICAL J) HV BLADE SHUTTER ELEVATION
N.T.S.
CORNER
CENTERMATE
NOTES -ON HV LOCIM AND CENTERMATES,
htVj��� ONE W LEON (ff Of @ SHA� BE USED AT 1/2 OF SHUr" SPAN MR ANY SPM
ASIDE OR OUT Al ONS ANY
ELD SI 0 FOR TSWWO
TER BE USED AS AN -1R SPAM Up To
OR " Asc� OR B OF SHUTTER SPAN F
CEN 'AFTEN' W LOOK 'r-' V-V GET UnK ATTMDHED TO R
-20 x 1/2" LONG FLAT HEAD Ss, M.S. LOCATION OF LOOK SMALL BE AS CYE0,09
—.. M!�!/42,� -1./.-4'!. 1
STACKING
ATTACKED
AT TOP A
MA)QMUM I
SHUTTER ELEVATION.
SECURTY PURPOSES, UP TO FIND w
IEC11ON OF LOCKs 70 GENTERNAFES
OR AN
BE USED AT CORNOR SPON
�OUTSIDE OR MOE LON.
!'LONG FLAT HEAD S.S. MI.& M LOCKING RODS CS
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4268 Westro.ds 136,e
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.PARATION TO GLASS SCHEDULE
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4268 West,o... �—e
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West Palm Beach. FL 33407
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L-: MAX ALLMABLE SPAN FOR A GIVEN KEGXTVE�
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DETERMINE MA)OMUM SPAN 'L.' FROM SCHEDUI-E.
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DETERMINE MAXIMUM SPAN 'L-- FROM �EERJ�
FINAL MAXNUUU �DWAOLC SPAN IS EQUAL TO NE
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INSTALLATIONS.
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(4) GO TO ANCHOR SCHEDULE VAIIH FIN& MAXIMUM
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KV. MADE #1 W/ OR W/O KV.
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MINDOW SLADE
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DRAVANG No
17-107
SHEET
19 OF 20
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1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (PST)
2. MAX. SHUTTER SPAN: 84"
3. ALLOWED MOUNTING: 8 ON THIS SHEET.
4. ONLY NTERMATE 21 W/ 24 KV LOCK ARE ALLOWED
21 ARRANGEDV A 91 ETRICAL LAYOUT.
40'(2) 5 (6- LONG. MINIMUM) MUST ALWAYS BE
INCLUDED AT(�WRIOR OR INTERIOR ACCESS SIDE OF
CENTERMATE.
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ALUMINUM SLEEVE
6063-15 ALLOY
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VAND ZONE
MINIMUM
AMM E-1996
SEPARATION
TO GLASS
I THRU 3
4
4'
BLADE SLACK DETAIL HVF IS ALSO VALID FORI
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CENTERMATE(DAPPUCATION
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INSTALLA TION
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TILLIT TESTING & ENGINEERING COMPANY
American Shutter Systems
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Association, Inc.
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4268 Westoods 06�,
West Poft, Beach, FL 33407
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MUST PENETRATE (9
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COMPONENTS
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Accordion Shutter
Ky. MADE #1 W/ OR W/O KV. WNE
A%%NG No
17-107
All,