HomeMy WebLinkAboutPRODUCT APPROVAL4/4/2019 Florida Building Code Online
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Product Approval
dbpr USERt Public User
Lr—Ddud APS-Mv—a—IM—enu > Lv-0LU-cjurAPaJrgutl0n Search > App > ApplTmflon Detail
FL # FL389-R9
Application Type Revision 'Ccoeo�
Code Version 2017
Application Status Approved St. e
Comments
Archived 0 &C,
Product Manufacturer American Shutter Systems Association, Inc.
Address/Phone/Email 4268 Westmads Drive 1/c/b. coo
West Palm Beach, FIL 33407
(561) 209-8263
bfeeley@eastemmetal.com
Authorized Signature Bill Feeley
Irodriguez@eastemmetal.com
Technical Representative
Address/Phone/Email C;01D Go
Quality Assurance Representative S.T. J.Uclf-
Address/Phone/Emall BOO
Category Shutters F1 COPY
41
Subcategory Accordion
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
0 Evaluation Report - Harcloopy Received
Florida Engineer or Architect Name who developed the Walter 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.
RJ Validation Checklist - Harcloopy Received
Certificate of Independence FL389 R9 COT AMERICAN SHUTTER SYSTEM ASSOC., INC. DRAWING 17-
107 CERTIFICATE OF INDEPENDENCE,PDF
FL389 R9 COT AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING
17-106 CERTIFICATION OF INDEPENDENCE 1).PDF
FL389 R9 COT AMERICAN SHUTTER SYSTEMS DRAWING 17-108
CERTIFICATE OF INDEPENDENCE.PD
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
hftps:llfloridabuilding.org/prlpr�_appjU.aspx?param--wGEVXQwtDqvYYHH2vJ�53MwsXdCOtOXQsoPMYK7UC8�/�3d 1/3
4/4/2019
Florida Building Code Online
Sections from the Code
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
FIL # Model, Number or Name I Description 1
389.1 Bertha HV Accordion Shutter - Blade Extruded aluminum interlocking blades retained by tncks (top
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 HVIIZ: 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�O" for 35 psf negative ASD 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/winclow 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 11 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
EL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17-
108 PRODUCT EVALUATION REPORT.PD
ed by Independent Third Party: Yes
I389.2 Bertha FIV Accordion Shutter -Blade I Extruded aluminum interlocking blades retained by tracks (top
I Only- (Non-HVHZ)- Drvvg 17-107 and bottom) for storm probection 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 rod
configuration for the HVI blade, SW' for +64, -72 p.s.f. A.S.D.
load for HV blade for Keystone mountings 7�O" 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 SHUTrER
SYSTEM.Pl)
Verified By: American Test Lab of South Florida Inc.
Created by Independent Third Party: Yes
Evaluation Reports
FL389 R9 AE AMERICAN SHUTT�ER 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)- Dmg 17-106 1 and bottom) for stonm 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"sipan at 30 p.s.f ASD load for
Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25
and 28 respectively
Installation Instructions
FL389 R9 11 AMERICAN SHUTTER SYSTEMS ASSOC., INC.
DRAWING 17-106 BERTHA HV ACCORDION SHUTTER
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.PD
Created by Independent Third Party: Yes
F. .7k F. 7--
Contact Us:: 2601 3laT,St..e Road, Tallahassee M32399 Phone - 850487-1824
Iffie State of Honda is an AvEE0 employer. right 20D7-2013 State of Florida. :: PnvacLSjatgMeCj :: Accessibility smtsm.n :: Refund Statement
Under Florida law, email addresses am public records. If you do not want your e-mall address released In response to a public -records request, do not send electronic
mail to thIs entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pumuant to Section 455.275(l),
Romda Statutes, effective October 1, 21112, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address if they have one. ne emalls
provided may be used for official communication with the licensee. However email addresses am public recaund. If you do not wish to supply a personal address, please
provide the Department with an email address which on be made available to the public. To determine if you am a licensee under Chapter 455, F.S., please dick be.
ProducIt Approval Accepts:
M RM-5 99 M M
hftps:llfloddabuilding.org/prlpr�_appjU.aspx?param--wGEVXQwtDqvYYHH2vJ�53MwsXdCOtOXQsoPMYK7UC8�/�3d 2/3
1. IMPTIA KV. ACCORDION SHUTTER SVSTEM SHOM ON THS PRODUCT VALMOR EGEUaIGNF (PEO-) HAS BM VERAFSD FOR CONPLIANCE W M M MIT (WI MUCH) OF ME FARMa
WILDING CM NIS ACCC)ACION SHUTTER SVVm, S� HOT BE WSTA�O AT HION VELOCITY HURRICANE ZONES.
DESIGN ININD LQA,!L SHALL BE DEITIUMMI) AS PER SECTOR 1620 Of ME � NENTONED ME. FOR A BMC aSND SPEED RECHDRED BY ME WME SHUTTER,
BE INSTAU.M WIN A COMMONALTY FACTOR M-0 05, =No MCC 7-10 MI) SHAUL NOT ESM, Mr (XS,D.) DESIGN pn,,LK Mass INMMM
ON WEEP!l 11 THIN 15. 19 A 20.
" CRIDER To VCRF� ME ADDIS CONIXTION, MIWATE DESIGN MNa LOADS GEMMING, PER ANE 7-10 ,,, BE FIRST REDUCED M k". DESIGN MIND LCADS
BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THEfiE W/ MAX. (XSZ) DEVON PRESSURE RXDNGS MEAETL ON VMS I I THRU IS. 19 4 20.
N ORDER To VERITY THAT COAMPONEITS; AND ANCHOMI OR TICS P-� . . AS TESTED, INERE NOT CM STRESSED. A S3 X MCRIDGE IN ALLCWAVLE PRESS M M, LIAO, WAS Na USED IN NCR
M*LM. H�. A WHO SuRATION FACTOR CID-t-so WAS USED FOR VEMnCADON OF TAMENESS N INOOD.
BERMAk KV M00ftDION SIRITTEIt BYSTeFS CSCNy MR ,, Mo MM W,,T U,, HAS SEEN VMED IN MNAAE M REM,
ATL RUFOIRPR' 16011,2 OF THE MOVE METIONED ME As PER
-HV BLADE (D 10214.01-0, 10715.0"3. flOO1,01-05. 11214bt-M. J0317.02-06. J06MI-10 , 1"10.01-11 AS PER TM-201. TAS-202 M3 TM-203 PROTOCGLS MD U, E-INS
MD E-1996 STANDARDS (IIISSILLE ILEME. D. MO ZONES 1. 2 & 3) A 112MOI-10 AS PER TAB 201. 20.& 20 MOMCOLS IMCE WS�
HV INTATICON BLADE 0 1050501-09 AS PER ASTIA E-ISN AND E-ING 0MVLE UEVEL D. ININD ZONES '1 21 3) BASIC PROTECTION ONLY AND f 07MAI-88 AS PER TAS 202 PROTOCOL
2. W B�E(D AND W "NOCIN BLADE 0 ME ENGINEERED TO MRK IN UNISON M EACH OTHER UNDER ME OEN� LOADMONS AND CONDITIONS OF USE INDICATED ON VNEET 19
3. BEIMA N.V. MCORIHON POOL (W SoRDWS). MED AT BLADES KNUCKLE MO FOR CREST MOUNT CONNECTION TO TRAMS SHALL BE 114x2.75- MO 101.75' RESPEUNNELY. 410-HT MUIUUM SERIES
STANDESS 135-0 W)MO STRINGTIAND IN WTENVUE STRENGN.PM S,,, at WAPPROVE!,
COATING APPLICATORM, REGISTERED wM EN,H SHUTTER ,,,IS ,s ,s, ,M ME W WASO ON MEN HEM.
4. Al Al)WRIUM EKTRUVONS SHAL BE �,RNUM ASSOCIATION A-UON AND TEMPER AS INDICAM) ON SHEETS 2 AND I MIMMUM VELD STIpM FOR 6,3-y, � IS We w MD 35.7 W MR
6005-75 ALLOY.
5- N1 SORIENS To BE STAINUESS STEEL 304 OR 316 AV SENES ON CORROSION RESISIANT CGUORD) MOOR S,,, AS PER " N15 WIN SO W JAN. TOLD MICRON AND 00 W UN. M,,,
AND � CCUKY W/ FUONQk OURDINO CODE MOTION 241 IJA4.
6. BOLTS To BE ASTIA A-307 MVMCEG STEEL, OR AV M4 OR jIG ,,, STMu,,, W ka MHUuM Yee VRu,GM.
7. SEE ME FOLLGvMG SHEETS MR ANCHOR SPECFCMIO"S,' W Sl.X[)E (D 1 12,13,14,13 AND 20
W SWE G A 6 nIONG IN UNISCIb 12, 13 & 15
& INS BIENNIA Hcc ACCORDION SHUTTEft SeLMI BEWS A UA PAW 16'779.582. COUPONENTS OF NIS MPRW& ME COVERED. IN "M OIL IN PMT BY U.S. PAW A5'458,179 VOTED To CAsTeRN
M& WPKY. INC.
9 ff SHX1 BE ME OF ME CONTIRMTOR M VERPy ME SNNO,,,, OF THE STRUCTURE MORE SHULFER IS TO ITS ATTACNEO To INSURE PROPER MCLIGflas� CONTRACTOR TO SEIL/CAULK
A� SHUTTER COMPONENT EDGED INCH REMAA� THRU TAFRUNCHIs 14 CONTINUOUS WHTMT M ME DAUISIG TO REVENT WND/RAN INTRUSION,
"`C=UWMSuMUn0 A=MO�R= MOWWA VMSB�WMP�E WRIN SURNSIG ROM DURING PERIODS OF HURRICANE WARNINGS ROME CMDR, INDIAN, OR OMM, MUST PnFlPly CLOSE � W AND He
11- SHOPUTERR 1NM SHAJLI� BE LIKKIDED ON A RENMY MSUILE UNADON AT AMMON SHUNER IN A=RDMCE INITH SECTION 170-93 OF TUNISIA BUILDING CODE. ONE IMM SNAU, BE
PLACED MR EVERY OPENING. LABELING TO COMPLY LATIN ScMN i7M.9.2 OF ME FUDR[CA WMNQ =L
Q. BURHA N.V. AMMON EIsNEN SyVELFS INST,,LAPON S,,_L COMPLY M SPECS WDICARED IN MIS DRA"O Me MY BUILDING 44D MUSIC RECOUTIONS FRWDM BY ME E,E
PERMIT is MPLIM M.
13' (a) Me PZD PREPARED G` Me CNeHM IS CGHVRAC� MO DOES HOT PROVIDE INFOWtUAWN FOR A SITE SPECIFIC PRIMU, La. nERE ME SITE TIMM FORD, , pD.
(b) CONTRAND" To RE NFCPCHVVUE FOR ME SELECTION' PUNcRME ARD AsTAAANN MMUDWG LIFE � OF INS PRODUCT GAIN ON Ne PX.O.. PRGyBNG WSHE DRUM NOT OMN MU
ME CONDITIONS DETARID) ON THIS �W- � AT STE 6 ME CONTRACTOR'S
(C) NIS PX,D. WIL BE CONSIDERED ROOLID IF &TERM BY MW MEMG.
W= CIM PROIECTS SHX1 US PREPARED BY A RARVIA REGISTERED BNOINTER OR MENIMT MCLI MUL BECOME ME ENGINEER OF IMCORD (Les. MIt THE PMECT AID no � BE
REVIEW. FOR THE PROPER USE OF ME P.E.D. ENGINEER OF RECORD. MTXC AS A DDINMOD MOULDER TO ME PZIX ENGINEER � SUBATT TO U-2 "ITER THE SITE SPECIFIC ORNAINGS FOR
(-) ORIG� P-le. SHALL SW ME IMTE AND ORIGINAL SM AND SOMME OF ME
P.E.
ENGINEER OF RECORD THAT PRGI ff.
.... ....
x
OMIT I&JECO, vC.
-Ti-E C �0, m tc.�
TILUT TESTING & ENGINEERING COMPANY
ft—: (301871-15sO . F-: (30S)IIII-I'll
AUTS A. ThAl . PlIL
FLORIDA ut. 1 4,15,
PIGII-Aws)
GENERA. NOTES
SHEET I
SYSTEM COUPOLUENTS 1-20
SHEET 2
SYSTEM COMPONENTS 21-37
SHEET 3
TYPICAL SHUTTER ASSEMBLY 38-44
SHEEIT 4
7 YPIM WHOM BLADE & WIDOW DErM.
AM 2; W BLADE (11) AND LIM WINDOW
Rl ADF
(WHERE APPI NQUARLe
"IM SHUTIRER ELEVATION At NOTES ON LOCKS
SHEET 5
INSTALLATION DETAILS A-F. CONCREIE/BLOCX
SHEET a
lfet�TION GETALS G-M, CONCRETE/sLOCK
SHEET 7
CENTEFMATE DET� NY
SHEET a
CENMRUATE ALTERNATING DETAILS NY
MEET 9
END CONNECTOR DETAILS 1-0. EGNC,TETE/,L,CX
SHEET 10
MAXIMUM SPAN TAM
SHEET I I
MMOR SCHEDULE- CONWETE& BUD"
SHEET 12
ANCHOR SCHEDULE- CONCRETE & BLGN,L
SHEET 13
ANCHOR SCHE�- CONCRETE & �X
SHEET 14
ANCHOR SCHEDULE- MOD
SNEET 15
INSTAlAnON DEMILS M-R, WOOD
SHEET 16
INSINULARON DEIMS S-X. no
SHEET 17
END CONNECTUM DITARZ 7-12 & X. ISM,
AREA 3- W MUNDOW MADE Q
SHEET is
ONLY
TYPICAL SHUM ELEVATION
AREA 4* IN WINDOW BLADE (1) ONLY
SHEET 19
OISIA�ATION DETAILS. METAIL STUDD WNMI
SHEET
THIS DRAWING SHALL ONLY BE USED TO
OBTAIN PERMITS IN THE STATE OF FLORIDA
1,
AnSw&Aw
AmerIcon Shutter Systems
Assoclation. Inc.
4268 %Ye.tmods Dr;ve
West P.kn Beach, FL 33407
MADE
INC.
No
(�) HV SOLID RLADF
COVERED UNDER US PATENT # 5458179
OF USE OF BLADE-43-ON SHEET 19
CLAIMED FOR J3E W/ HV
HEADIE
QUA" W/ HV BLA�PIONLY.
IS FOR VAUD
6063-T6 ALLOY AND TEMPER
(10 SIDE ANGLE
ODAURED FORUSE W1 W
4
(DIHY UNIVERSAL FLOAM
QUALIFIED FOR USE %V/ W SLADEO,
6005-15 ALLOY AND TEMPER
HEADERAIL
QUA FHOYR USE W� W BLADI
6063-T6 AULD AND TEMPE
ALUMINUM ANGLES
QUALIFIED FO USE W/ W
6
5053-T6 001YOANILOY-TEMPER
(�)OM&6FIEDFOR U
�E �Wlw
BLADE I
6063-TO ALLOY -4 TEMPER-
@)HV WALK —OVER TRACK
QUALIFIED FOR U E W/ W
a I
6063-T X TEMPER
COMPONINT
A
a
TI
n
2-
V VW
II
%/a'
2'
5' M�
0.102'
a192'
0.
2.5,
r vw.
aiw,
o.,sv
2'
r Mo.
w3g.
0.131-
@14V 90!/180* STARTER
OUAUnED,gR USE W/
W BLADE
6063-TS ALLOY AND XUPER
�994'1 �70 Lam]
U2
12
(�IkAIJFIEff WFOR UNE OW5/ NV
BLADE() ONLY.
HY RAINIQUARD
QUALIFIED FOR UAE IM/ W
BLADE
6063-TG AU_OY A�� YEI
4LW .............
%
)a 00
%
,,%
1M.14 mAl
TUII
z�70 �_ECO , m c.
AnS.S.A.
America n Shuffer S st me
Association. Inc.
4268 %yestroods DrW,
Weat Palm Beach. FIL 33407
0 2017 � METAL "PPLY, INC.
13ERTH-A-HV—,
Accordion Shutter System
BLADE # OR RV. WNM BLADE
TILUT TESTING & ENGINEERING COMPANY
— � . .� .� .'NI � MI,
(303)11 . F. 1 (30)111-111
ala Q.
ROM � 1 44161
07/27/17
DRAVANG No
17-107
7
z
"A" FROWT 0 fly I N
LOCK R FOR "T" LOC - ! =KMAIE QUAL"HUD FOR USE W/ W BLADE VOW, @
QUALIFIED FOR USE w/ Kv eLADE(DONLy 'D61-Tfi XUAY AND TEMPER
600-16 ALLOY AND TEMPER
4- . ff
NO
BLADE ",k ROD
6063-76 ALLOY AND TEMPER
@ LOCKING RODA
cuAurrEo FOR USE W1 W BLADE(D
6063-T6 ALLOY AND TEMPER
6063-TG
I LID*
HV 3/8"0-16
1� I
QUALIFIED R USE NY BLADE I &
60W�O
Is ALLOY
*1/2'
CyI/...
(S'7j W 1/4" 0-9171 AM -'An4
QUALIFIED FOR USE Vl/ W BLADE (D
i HV EGRESS LOCK
QUALIFIED OR USE W/ w
BLADE 16 & (0 ONLY.
aW'AFTER RAAERN"
BEFORli RIVETING
I A"o-2o RivNuT*
=--U ALAI) WOE ll.vin �
52% As UMiUF�Rts W AWM
^ � `VRRY 070" OR �
106 USE %V/ W
)E ONLY.
can-
1 325'
I '. *.—Wl
(R HD LOCK
BY RECOIT HMIDWAITE MORTISE U�S S� 2333 HGQK ElMl IEO�L
OUALIFIED FOR USE kY/ W SLADE(D&
,P At� Fff'j
E6
2
ST,
W017 mum.
TIT �—FE=o-
A.S.S.A.
American Shutter S tems
13
Association, Inc.
4268 Westro,cls Drive
West P.....
C2017 IDvsmNl �x sUppty, wI,
--TH—A—HV,—
BER
,,Accordion Shutter System
BADE #1 W/ OR W/O RV. WINDOW MADE
TILLIT TESTING & ENGINEERING COM PA
(311)" I'll
w'? 11. IL
1
/F7117
W
51'
.. ....
D FAPl4AWV..v9',.TI,
A
I
D RANANG No
17-107
UTTER ASSEMYff SCHEDULE- FOR]
HV (11 HV
(D
W SLADE I
KV BLADE IA
HV LONG RECESSED WON BUSHING
W SHORT RECESSED NYLON BUSHING
W NALON HAT WASHER
FIV WHEEL CARRIAGE AISI 302-303 SERIES
0.870'.3/16' THICK NYLON IMHEEL.
0.188'0 MSt 302 SERIES S.S. RRIETS
@
W 1 3/4* ACCORDION PIN W1 #8 HEAD
(d
HV 2 3/4" ACCORDION PIN W/ JB HEAD
(91
POLYCARBONATE IMPACT RESISTANT W WINDOW
(1) HV PIN E) SHALL ALWAYS 13E USED AT ALL EXTERIOR
BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV@ OR
HV @ BLADE,
EXTERIOR
T -
(DOR or
L51111 NOTE raR
RIMENU)
rs F�
(9 F
T4..E
(2) KV PIN U MAY BE USED IN LIEU OF 0 AND ONLY AT
EXTERIOR BOTrOM KNUCKLES OF W ACCORDION SYSTEM W1 HV(D M324.
BLADE WHEN CORRESPONDING TO INSTALLATION '11". SHEET 7. .01tr-
(3) W PIN @ OR 0 W/ 1/2" O.D. 1/16" THICK S.S. WASHER
SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 4A,
SHEET @
T P
IA .187V
NO BLAM A52V -04625TV625
975.
Y
.,0621-
RI 7 OR'
3 50,
44 ////.2, 50' X
MY
.11"ON
G�Efl 3.71500.
vl� DOM'
OPUNINO 3/4,
ON
CZa4
L BY WINDOW
RRQNATE HV ow
(DOR 0 [ 1 1
— [lAPAQ! BESIMNI W
J-11� 3103 I,U�HUNA
12' M. ice ILIZED GRADE OR SAS
To B� W, M INNOVATIVE PLASTIC LEXAN 103 RESIN
(SEE NOTE 'F" ON SHEET 19).
G) 01,
EXTERIOR
OR
BUDE's MU"M
G;a Ran - mR
REQUIREMENM)
OPMOLY LA=
call MWOO. M.
MEW C —0, u c.
TILUT TESTING A ENGINEERING COMPANY
6.3n 1� � �,
:(3o5)a7i-,= . r.. : Dw)a7I-IwI
...� NW�.
M-MB712
W&TO A ". p.r,
M,,, 44,67
nNDOW
[E
IC,
POLYCARBONATE SOURCES FOR R4
AxSe.S.,A.
American Shutter Systems
Association. In
4268 Westmads Zin
Wast Palm Beach. FL 33407
.2017 �N MIJAL S�Ly. INC.
BEN r—HA--ff V—,
Accordion Shutter System
KY. MAW #1 W/ OR WIG KV. WINM MAX
M 't -
)7 7/1 Oi/F7 - 117
DRAWING NO
1 17-107
AxSe.S.,A.
American Shutter Systems
Association. In
4268 Westmads Zin
Wast Palm Beach. FL 33407
.2017 �N MIJAL S�Ly. INC.
BEN r—HA--ff V—,
Accordion Shutter System
KY. MAW #1 W/ OR WIG KV. WINM MAX
M 't -
)7 7/1 Oi/F7 - 117
DRAWING NO
1 17-107
o.
U. 0, n. 0. 111, a,
TYPICAL n1HY 13LADE SHUTTER ELEVATION
N.T.S.
HE W . 0 SHALL
OF S=M FOR SPANSBE USED AOT U S
U To 1 '2 OF
2 AND
MAY BE USED As AN INSIDE OR 56�_ "FiEl FD
. 1/2' LONG FLAT HEAD S.B. " LOCATION OF LEON ,
WR` W
�PU�
2. OVS1 R FOR SECURITY UP TO
F L!G`Nn'� S
ESb Ca"B"MATC
ll�rE TT N BUT M�W
AL;
LD-MM�� MMORNAM D
LOOKS FOR MY BE USED AS AN INSIDE OR OUTSIDE UO K , CONNECTION OMMESI) CENTEF=16
LUL BE
BN
a ATJUR
S
SHUTTER A
AS NID
L L
us BE As M.
N-
-OCZO OJE- ""'CAT 0
. MON& MUDMON 02 fVAIID
CS 12 IS USED #�Q H V 101 LOCKING NO M ME NOT REQUIRED AT URRICANE POSITION, BUT MAY
BE ED IF I n To EN r CE SHUTTER
NRFn
MAY ALSO BE USED AT STACKING P SHUTTER PERM &VINCE LOCKING R�ODS 4 OR AN ALTERNI DEMCE
OSMON (NON HURRICANE POSITION).
ONE W LOOK @ BE USED Al 1:011 1,11 R ANY SPAN
11� LOOK
D INSTALLATIONS A�T Ar UTSIDE OR INSIDE LOCK,
ATTACHED TO
gapCORNER CONTERMATE WZ(2) 1/4 0-20 . 1/2' LONG FLAT HELD S.S. US. TWO LOCKING RODS
0
M � BE USED. LOCATION OF LOCK S� BE AS INDICATED ON TYPICAL SHUTTER EMAMOUL
MAMIRM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOW ON ,EET M
!I I I I V : 1111111111 1 1 1
'' I Iii, SEMI III EUOI MCISL�
,vr'HUIS AT ANY ELEVATION. �TERMM LOCH @ MY BE USED A� _TfFCR AAW� PIUI .1
ATTACHUI
OF 1/4oO-200/4� S� THUMBSCREW TO @ OR 0 CENTEIRIMATES SRALLIL BE UK OU15WE LULK'
Big MADE W/ i/4*0-2aX3/4' AM
Z' R"UT AS SHOW ON SECTION HVE. SHEET S. ONE LOCK SHALL, BE USED AT 1/2 OF SKUTTEB SPAN OR TWO
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