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ff RMITTING
Fl# FL389-R8
r j St. Lucie County, FL
Application Type Revision
Code Version 2014
Application Status Approved
Y
Comments
Archived
Product Manufacturer American Shutter Systems Association, Int.
Address/Phone/Email 4268 Westroads Drive
West Palm Beach,FL 33407
(561)209-8263
Lfeeley@easternmptal.com
Authorized Signature Bill Feeley
Y
[rod rig uez@easternmetal.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
j
i
Categorybutters
SubcategoryAccordion {
i
Compliance Method Evaluation Report from a Florida Registered Architec or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received;
Florida Engineer or Architect Name who developed Walter A..Tillit,Jr,P.E.
tie Evaluation Report
Florida License PE-44167
Quality Assurance Entity National Accreditation and Management Irttitute
Quality Assurance Contract Expiration Date 12/31/2017
Validated By John W.Knezevich,PE
Validation Checklist-Hardcopy Received
i
Certificate of Independence 3.f ....R.1;__4: i...-�'.-; ftL);Of.. { C F4k Y
Referenced Standard and Year(of Standard) Standard Year
ASTM E-1886 2005
ASTM E-1996 9 2005
ASTM E-330 2002
TAS 201.,202, 203 1994
Equivalence of Product Standards !!!
Certified By
Sections from the Code
r
Product Approval Method Method 1 Option D
Date Submitted 04/29/2015
Date Validated 04/29/2015
Date Pending FBC Approval 05/07/2015
Date Approved 06/22/2015
?
Summary of Products
FL At Model,Number or Name Description
389.1 Bertha HV Accordion Shutter- Extruded aluminum interlockingblades ret tined by tracks
to and bottom for storm protection..
Blade 3 (Non HVFIZ) Drwg 15 (top )
086
Limits of Use Installation Instructions
Approved for use in HVHZ:No 11:L13?a....`Sz...s ''• r.. �,. �':{.<,.:....,C ti 1G..(_;s_ t$??:,,fj`F`
Approved for use outside HVHZ:Yes Verified By:American Test Lab Of South F orida Inc.
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Large Missile Level"D".Max span is 12'-7"for 35 psfL3flt?
positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes
the HV3 blade w/o window blade,5'-2"for 110 psf ASD load �
for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6"
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.ASD
pressure rating of+72,-72 and 84"for+64,-64 psf.See
sheet 5 for other spans and ASD pressures.
a
389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlockingblades re Ined by tracks
1 Only
(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection
Limits of Use i Installation Instructions
Approved for use in HVHZ:Na
Approved for use outside HVHZ:Yes Verified By: American Test Labof South f(orida Inc.
Impact Resists .Yes Created by Independent Third Party:Yes
Design Pressur N/A Evaluation Reports
'R l
Other:Large miss? ei"D".Max.Span is 16'-0"for 30 t,i...i .--fH i3.,....s>_c,v".ta,�
p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes
locking rod configuration for the HVI blade,8'-0"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 HV1 and HV1A working in unison.See sheets 7, 11
and 20 respectively of installation drawings for other spans
and pressures.
389.3 Bertha HV Accordion Shutter- .Extruded aluminum inteNecking blades re ained by tracks
COMBO (Non-HVHZ-)-Drwg 15-084 (top and bottom)for storm protection
Limits of Use Installation Instructions
Approved for use in HVHZ:No
Approved for use outside HVHZ:Yes Verified By:American Test LaW'of South I lorida Inc,
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports '
Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load f L3f3.;)._. -.t;F;_s,;.S.fR. (.il _ ? ?_ '�c t..
for Blade 1 and 1.8'-0"for Blade 2.See schedules on sheet Created by Independent Third Party: Yes
12,25 and 28 respectively T
`anck. t7ext
Contact Us::2601 Glair Sto^e Road,_Tai?ahassee FL 1 90 phnn":850-487-182.1 ''
The Stale of Fionda is an AA/EEO employer.Copyright 7007.20+3 State rj-Fin'dt ::Prlvacv 5ta;em�s::+tcccssihility=•element: Refund Statement
tinder Florida law,email addresses are public records.if you do not want your a-mail address released in response to a pun?irrecums rep���.''''''st,do not send electronic
mail to this entity,instead,contact the office by phone or by traditional mail.if you have any questians,please contact GSC.%7,. '%'•P"want to Secnorr 455.275
(1),Fierida statutes,effective October 1,7.012,licensees licensed under chapter 455,F.S.must provide the Department with an email ad mss if they have one.The
einails provided may be used for official communication with the ficensee.However email addresses are public record.if you to not wish urlSupply a personal address,
iplease provide the Department with an email address which can he made available to the puhi c.To determine if you am a licensee under hapten 455,FS.,please
click h.S .
Product Approval Accepts:
� i
Safe
GENERAL NOTES:
t,H3L.TifFIA 14.v,AGCORCKON 5dttitTFR SriTLM 1lICWH ON ILLS PRODUCT NN.tLttICN3=1UE71t 01 -D.)M8 SEEN VERIFIED FOR COMPLIANCE tN ACCORDANCE:Wft!THE 2014(SITI EDITION)OF THE FLVIMA .....,..._.---__.__.__....,.._._,
BUILUNG CODE.THUS ACCORDION SHUTTER SYS-_V STOW-IK)T TE C.STNU.ED AT w4i VEu)CSY IURRICAHC ZOCCS 1
DESIGN WIND LOADIS SEAL£DE DET PU NED AS PER SECTION 1920 of THE ABD7E MENTK3NED CDOE,FOP,A PA=WIND SPEED REOUREO BY THE.JWSUCT'ICN WHERE SHUTTER VU, I TABLE 0 CONTENTS
BE INSTALLED WITH A VIRECMI AUTY FACTOR Kd,,0,8$„US'4NC ASCE 7-10 ANO SIAM.NOT EXCEW THE MAXIMLIQ(A.S.D.)DESCH PRESSURE RAUN:S INDICATED
UN Simi$11 TNRU 1 t4&20.
IN OR"TO v0j"THE A�OONDRICH,ULTIMATE OFS'GN WINO LOADS D_TC'SWNED PER A$CE 7-10 SHA&L BE FIRST P.EDLUED�TO A5O-C�_"tGH Wtt li ������� �"�"`""`"""`
BY MULTIALYNG THEM BY C.6 IN OROERW COMPARE THESE W/MAX(AS,D)DESCH PRESSURE PAPHOS INDICATED ON SHEETS 11 TMJ TG 19&20.
GEN£R1V..NOTES STAT t
IN ORDER TO VERIFY THAT COUIRTNNENTS AND ANCHORS ON TFSS?.ED.,AS TESTED.WERE NOT OMR STRESSED.A S3 Y INCREASE TH ALLOWABLE STRESS FOR WIND WADS WAS NU USED N THEIR SYSTEM COMPONENra 1-20 SHEET 2
.^,ANALYSIS,RO4YEYE•'2 A WIND DURATION FACTOR CD-I.W WAS USED FOR V;IOF4C TION OF FAS^,TOS£RS IN WOOD. SPER SYSI�JA COMFOSEMS 21 S7 SHEET 3
IMPJ TLOAD
..,-.--, .-..-_.,.- l3ERT14A.H,V,-ACWHDiO.V SFUTiT,R,:S.Y5SEFi'S ADEOUACY.._FOR.WItD..AMQ.LARLS,diiS.9EE. ., H51S,MIN,YEh'R'tEiJ„IN..ACCCRDANCE..WTM SECTILY4,96tN.I.7.OF�TTiE AOWE�M''NlOGhT'.tT„COOC n .. .,
: .. ... .�. ..... .
ATL RE?ORTS.- . TYPK.AL WINDOW SLADE&WINDOW DE'-AL
-H1,MAK(D /0214,o*-O&10715.01-03,11004.01-DS.1t214.Ot-G5.10317.02--06.1`0609.01-10 AND 10210.01-11 AS PER TAS--201,TAS-:UI AND TAS-203 PROTOCOLS AND ASTM E-1686 E FN RLWE rl)AND W W NDflW B An t I
AND E-t996 STANDARD'(M€SSR.E LkNT.0.WYND ZONES I.2&3)&11220.01-10 A;PER TAS 201,205&2W PROTCIMS IARGE MISSILE. (WHERE APPLIGN E1
-FPI WINOCW 8tA'- ;3 1OSO5,01-08 AS PER ASTM E-1836 AND E-1396(MLWLE tEVL:L D.WIND ZONES 1.2.3)BASIC PRONECTKIN ONLY AND 1 0729.OT-W A5 PER TAS 202 PRDTXQL• TONCAL Stt'JTTER ET,EKATL`N&hTDTES ON LOCKS SHE'6T 5
23STALLATKNN DVIA1LS A-F,CONCF.ETE/RXICK slim 6
2.W FI[ADC(o AND W WINDOW BLADE A ARE ETNGHNEERV TO WQRK IN UNISON WITH EACH OTHER UNDER THE MERAL LIMITATION AND CONDITIONS OF USE INDK-JA1ED ON SHEET 19 INSTk LAT)0N Dr,,YLS C-M.M-RESF,/kOCK SEKET 7
410-HP MINIMUM SERIES CENTERMATE DETA'LS It/ SHELF 8
3.alLIMA IH:/.ACCORDION PINS(H1,SWE'A°S),USED AT BIADE�KNUCKtk AND I`OR rJREC-T MOUNT CONNECOGN TO TRACK.,SHAD BE 114,276'AND 114.1,7$'RESPECTN”ELY, CENTE.RFLATE A1.7FANATIW WAILS NV SIHM 9
STAINLESS STEEI.SCREWS WITH 135,0 kai YIELD STRt7:b'SN AND 180 k:e TENStE STRF.HC.IH.PULS SIiNL BE COATED WITH WTT%,l tN OACROSl13:LD COATt6Ki SISTEN - MANUFACTURED!YT A'>PRtWTD
CORING Aa ICA'rORS,REG15tUtCD WNH AMOZCAN SIHiTTIt SYSTEMS ASS>YM.ATWM PINS W5T BEAR THE HN MA80NC ON THEIR HF.RG-
4,NL AllUNUM F.7STFRF,JONS SHAM..BE ALUU-NUM A' Of'WIOK AlOY AND TEARER AS INCICATRY OH SHEETS 2 An 3.Mfi2MU,M TTELtT STRENGTH FOR W&JG 15 AA.i.GY M 30,0 FST AND 35,7 W FOR END CONNE AN T R ML.S i-G�NCRETF./BLCTCK strmr TD
MAXIMUM SPAN TABLET,a `KNELT 14 I
6005-TS ALLOY,
ANC_YM SCHEDULE- C()N.;U2£TE At i3L0CET SIieET 12 11
S.ALL SCBM 10 BE 51AFC.ESS STEEL 304 ON 316 AS S.RNES OR CORRVXvi RIMSTAW COKIED CAMYA STEM AS PER DIN SOOTS%TTN 50 ka WN.YIELD STRENO:H ANO 90 kzi MNK TENSILE 51,R.ENCTm ANCHOR SCHMU1.E- CONCRETE&51OCK SHEET 13
ANO SMALL aW?I.y W/FLORZA BUILDTNYi CORE'TTA 1)ON 2411.1&4. ANCKOR SCH£UVLE-• CON.."RETE&BLW< 1
S}tEET 14
B.BOLTS TO BE ASTM A--307 GALVANIZED STEEL,OR AW 304 OR 316 SERIES STANN,_9S STEEL WITH %k.1 M!HAWM Y10.0 STRENGTH ANCIM SCHEDULE--WOOD SHEET 15
7,SEE III-.FOLiDWtNG SHEETS FON ANCHOR SPEOTICATA7NS•Re MAX(D: 12,13,14,15 AND 20 INSTA"TM.14 DETABS M-R,WOOD SaW 16
!NSTA:IATION DUXLS S-).WOOD SHEET V
HV BLADE.(J&{y wovkm;IN UNISC"4; 12,1,&15
ETL°t CONNECHOH tP"TMLS 7-52 k X.WOOD SHEET'i6
S.THIS G RTI4A H.V.AL'CMION StUTTFR SYSTEM BEARS A U.S.PATINE 16`779,982 t-OUPON£kTS OF THIS APPF--r W-ARE.COA IIZD,IN VeKOLE OR IN FAIT BY U.S.PATENT I5.458.1i y ISSUED,TO EASTERN
METAL fAIPPLY, W.
9.A SHN.L.FTE IHE Frv:POW_413uTY OF Tr4E CONTRACTOR TO VGUY THE SA31,'NONESS OF THE STRUCTURE WHERE SWITER 5 ITS BE AtTAWV)TO SASURE PROPER ANCE?N)RA,A'E.WWRA CR TO SE14./CA.ILK AREA . ML. !-�` t,+_y>f_ ONLY
ALL 5HTAT'FR COIX--OWNT EDGES NWICH RUAOWN.THRU FA rL411 O IN CON':IMUDUS CONTACIT"I THE 4RITLDSNC TO PRF.VEW WIND/RAN I TYPICAL SHUTTER ELLVAWN 5t3z.;E'Y TO
10.EACS UNIT MUST REAR PfRMANETN1 LABEL IN A NS1811 tUm WITH WARNNAS NOTE:LIUMG PERKDS or HURRYENE VkWAANCS NOUE OWNER,TENANT.OR OTIVIIS,MUST PROPERLY CWSE&L FJ AND HD f �3.�4. � W`!JI�Vl t3lA�DE C1�Ot71_Y
CEIrEWAIES ARD EhGACC OR LOCK ALL FAA ANO 140 LOGICS. '
it.SHUTTER MAMWACIUREWS LABEL S PAT,Be.LOCATED ON A REAMY VISIBLE£LOTION Al ACCoRDON SHUTTER LN ACCORDANCE WITH SECTION 17)0.6.3 Of FLORIDA BUILDING CONE,ONE LAKL SHA..,." Fitt !NSiAt.tATlON^.r".'FADS, METAL SitlD W,ILL3.:: SHEET 20 !
PLACED FDR EVEW OPEN!%;.LA6f N. ,To COMPLY WTIH SECTKXN 1710.&2 Or THE FLOF30A 9-.9f!MG CODE ----^-^------ -^--^. f
12,BERTHA.H.V.ACCORDION SHUTTER SVSTOi'S I"SlAUATION SHALL COMPLY WITH SPECS INMATEU HN 714SORAW!NG PLAITS Aw BUILDING AND ZONLSG RZOULATIV4 PM41DE'D BY'DIE 3URCTOICTION WHERE
PERMIT IS AFFI ED TO.
13.(n)THIS P-ELk PREPARED 3Y TINS ENCNEER IS CF:tiERr-AND DOES NOT PRCV,DE LTTO.^'+1LATION MR A SITE SPMF,C PMTI'T,i.e.WHERE THE Slt CONo0tON5 DOWE FROM THE PX-D.
(b)CONTRACTOR To BE R'e5kXG9 L FOR TH_SkU(,nON,L'J kC WSF:ANO I.Vn-'TALLATKN WCLMNG TSae SAFETY OF TFICi PRODUC,. BASED ON THS REX'.PRUWW HE/SHE DOES NOT MVIAIE 1`90M RIIS DWkWING SHALL. ONLY BE USED TO
THE WNSIXTONS DETAILED ON TW5 DQ.6WM:NL t:09YSi%=ON S*ETY AT SITE 6 INE CCmTRACIOR'S MTONSOfurf. OBTAIN PERMITS IN THE, STATE OF FLORIDA
(c)TADS?E.U.W!LL SE OCY.34TDEM HNVAUO F AL.TCRED TTY ANY MEANS,
(a)c( SFECIFIC PROJCMS SHALT.ET;PREPARED By A FLORIDA N;<GTStERED EWP.INEFR OF AACHTECT WHICH W11,REECOW.THE.ENGPNEER OF RECORD(E.H).FQ TCR THE KDJECT AVO Mio WILL BE
Rc iPONr; LLE
FOR TTR PROPYR USE OF rHE P.E.O. P,�=NEKR OF Pl,{ORD,ACTNC AS A DEL:0AIEO ENGINEER TO TWE P.E.S..ENSINEER SHALL SUBMIT TO FHLB LkInii2 THE SIX SPECIFIC rk'YA sas'HX!
REvAwYN.
(ej QW;IHA`t P.E.1%%WA,SEAR THE DATE AND OL-GiN&SIL AND SGNl TW-_OF THE r"1NYrtiS'S10MAAL E?44h £R Q• EC+OI--T,4T PE$[`/+TYr.D FT.
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6 t ADJ. F1 OdR TRACY QAa.IFIEh FOR s E w/ Hv :$”
6016S._i6 ALLOY AND TEM?£R BLADc(i) {}t.L1L1FIF,D FOR USE 4`{/ itV p♦ING�
GUk'Jf L"D t'CJf2 V•aE SYj !IV G0fi5..-16 tJ.Li�`f A'1{'D TEMFCR BLAO.C,)ONLY- t�
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�'INSTALLVION WILL REQU&_A 7/16* HCA-F THUMSCREWS `SERIES S.S. THUMBSCREWS USe W1 rt;' BVDF.(D&
IEG AT TRACKS FOR PROrfR B(BEOMEV <1 roR W!01111 "Nor) 0-;gh Volocily Hurricone ZLrje'
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Association, Inc. —7, i* Om- 4/13/1,
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SHUTTER ASSEMBLY SCHEDULE FOR
Hy 01 HV 6 3/8
............ ___-.._.___.........._.._.•__..._.._.__
w WINOGW tO AUC a6z,5,
HV LON',
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0,870'0/16"'11VCK NWON WHEEL
(1188 AISI 302 SERIES 5.5, flWS
,04� f4V 1 3/4- ACCORDION PIN W/ #8 HEAD
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POLYCARBORATF IMPACT RESIStAl-7 ?4V MINDOW ��� TYPICAL HV WINDOW BLADE fRAND
PQLYQARB9N6lF_WW_lKQLN DETAIL
:IT (DOR or
GoR (9
.......... LWYEF MAKWXON 3103 POLYC.ARFONAFE
RESfNS, LA'-STABILVI) GRADE OR -WIC
............ INNOVAT-W N.AS71C 11YAN 103 RMIN
B�MIJIRMIRTS.AT EXTERIOR BLADE KNUCKLE FOR
HV
(--r.r NOTE -F- ON SHEET }9),
(D OR
,.I) HV PINI q S-H�l Ll ALWAYS FE USES Al'ALL EV 0110R.
SOT TO&II KNUCK(17S OF' HAI AOCORDION SYSXM vv/ HVO OR ------
(9 BLADE, Pv_,yCk"QnAT2-SOURCES FOR(B
HV _1 EXTERIOR
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(2) HV PIN @ MAY FIE USED IN LIEU OF 4)AND ONLY Af w PINueRx
EXTERIOR BOTTOM KNOfKLES CIF HV ACCORDION SYSTEM W/ H;10)
/I __ I % (SEE NO FOR c wW
SLADE WHEN CORRESPONDING TO JN5T.Allj_A'P,0N '11% SHF.FT REaul
.0 117 , ,
4
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SHALL S- USED FOR WRECI MOUNT INSV:'_bViTIGN PER DETAil- X,
SHEET %7
WHEEL CfA �ET�Al
REMBLY ILAYOUT
3ar f w u!"
jzl*. 35
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SOLID & HV WINDOW BLADE DETAILS I
I, HY BLADE.. E
N'T_5
FLMDA BUID), CODE(Nor, Higii Velocity Hurr;cona Zx)e
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BERTHA RV.
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Amorltan Shuffer Sysfems
,z TELT TEST14G A ENGINEERING COMPANY W: m,
soclaflon. Inc.
AS
4268 Al*�skrcods Drive 2
No
W-st P'Arn Beach. F'w� ��407 3-1
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NAL Zk� F.14 TLUT PC 085
P tV.��OeUPE/DATE FWNTA LsliE0
P.f.
4 OF 26
TIES ON HV Np CENTE$MAT S•
A• B c Y t f`]r¢9j f /N N 5 T U ( E��•11'u�•g 4y1
swu rr usm AT 1 2 cF'S1Ufi£R AN FOR aNY sPa4
'
OR 12'A30YE.OR (RY t/2 SFirlTl'f];,,'`FAN FDR SPANS W Ta 105;AND F'OR!MS'fAI 73ON*.a AS ANY
LOCI( P USED
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i t 2. •'F DE^N'.D. FOR BETTER FDE4FORMANCE OR FOR SFC66ATY"MSE' UP TO 7WD b(J
MAY BE U^U AS AN iNS2aE Ott OU151D_LOCX. CON4" TRN OF LOCKS TO CENMRVATES Pj$
oR 42`tiAl4 BE liS �NWATED NOTE (1)Aear
7D4Or,;LGGKS'St(AGL$E., INMAI ....._,.__ -.
H s �'•` ii t � 3. �Ij¢p IJA#FriA7YXTt( TFaN
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a•l•SED IF' LOCKING ROi1S PRE NOT REQUIRECL AT„('tURRiGVvE PpSfI1CtJ, RUi F.eAY
EiE UaEU L'xSif2ED T'C F]VTiANCE Mr ER PERFCtRWiNC LOCI:tNG RODS'�,SS OR AN ALTERNAln DEVICE
MAY ALSO RE,USED AT STACKENC POSITION (NQN H'uRR!{:ANE POSITION).
4• 'CNE HY LOCK C?��' SIMM BE USED AT COMER CENTERAdATF"..,FOR My SPAN
AND 6Lt'STALiAT3O AT A.YY ELEVATION.Nu II$k ur St(Rll BE USED AS AN W 15FDE OR INSIDE LACK.
ATTACHED 7a k)CORNER CEtTOWTE W/(2} 1/4°q-20'x 1/2•LW40 FIAT HEMS Ss.u.S.TWO LOCI04G I=4S
AT TOP&Bt)TTOM SHALL BE USM,LO(SAriON OF LOCK SITZ B£AS INDICATED ON rMC4L.%UTTER ELL-VA11OW
( j - I !!! • LS.'IWUM 5HUTFFR SPAN SHNJ.BE:DETERWHED AS PrR SeVEISULES SHOWN ON SHEET 12.
a4 S M1 ON ALI£ftNATE HV LOOK MAY IM STS 4N4^L U� OF hV LOCK nr FOR AJ3'f SPAN 6Jift
OMIT TIONS AT ANL'ELEVATION.ALTERNATE LOCK',�' MAY FIE USED A$AN� `CCR atPi51BE LOCK,ATFAOKMIBG
�' i .F "� x - OF 1/.(•0-2Dx3/4`S.S."TIiUM85CREW TO ;I OR P.' CEN"MMATES SNAL.L RF MAGE:YJ/1/4.0-2W/4'AJ-LM..
L a=g a>o v yS t RNWI AS SHOWN ON SECDON H.T, V%jT& ONE LOCK SIMI,BE VIED AT 1/2 OF fiFkfTTER SPAN OR TWO
C ` L.oCKS AT 1/3 of SFiUT7rR SPAN,
CoMf ON #\FDR 1:F'YST E Htit INS1'rl♦
tZN��rm�..__�- TFC Dqz MY LUCK 45�or�.,r 4E'��sHAtL BE
USED AT 1/2 OF SHILL ?SPAN FOR AW SPAN OR 12'ABOVE OR SELDW h1/�2 OF SHUTrti(SPAN FDR SPANS UP
_._ TO 98•,AND FOR INSTALLATIONS AT ANY ELEVATION. KJ LOCK�„;or 21 or 0 MAY BE USED AS AN IN=E:OR
` 00T5IL+E LOCH,ATT.ACHFA 10 SYUMFIRICAL C NIEROATES W/(2) 1/4'-20 x 1/2'LONG FLAT HkAD S,S.
_ MS,LOCATION OF LOCK SMALL BE All MXA* TM
CAI.ON TCAL.SHUTTER ELEVAMN.US'OF LUCKING RODS��W/6;C
GONNE;CFKYij ' OR A TOP AND BOTTOM IS COU L.EMLY W,14'iTOR'?.
cc.WIS t;14TS to&
is rMIva H 1
HEIGHt. t-`i�. o *NOTES ON ,HV 'T' LOC AND LENIUMATES
F coRN�P. t. AtgFIrTF�m -"T4fif cttsLON/_tW 4 oN� rw•r L(xx sa ruTl��$
r£r7,ER1JAI �,;,��,ryzFRNar ir✓'t'Lm:1i a MAY EVE 17$ij(w1:Ty!ra UEU Hr LOCI(S:�oR�5��-a,RAw�sr;uv AtiD
SO. :ar 'Na.AhUT.ON AT ANY Et.EVAnAN.AL lE L(H:K 4 IIAY E?E USED AS AN tN51L1E"CR CLITSIiE LOCK,ATTfQ;HWLTt;"
OF LOCK Cab iNCLODES CaSlt+xi F+ETltfTiRGltaG+gp;(Efi""f�?,AS 57iOWN OFi SECT}:N FM1!I.5NEEf LI.NT1:Ctt MtiST UE
(�p�''�s'��tai•�.�"'��1 ��� .—.-_.._ � coNN=_czt�To C£1J'T6T(RSATFS�ANo t~?.s w! 1/a-a-2�o k 1 T/1'La+c,s TNI=F.AueD eoLT w/�!a'a x a/sz-
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✓,�7} L'}:�r,6wD (71 (t� MAxtMLFM A�3VE.'ArJD Etr^:.��ittusnAN,z��DF isYo t.00It1Nu taofss TEW.Ar:L�eoTDM 1s vANf?4TLk',Y. I
!8 _�S:��t9+23)ai •gS� j�5aT *NOTES ONHD CQ Sc GRMATES•
F• `' 1- OFiE A2TEic:+tAT'L Na I OCK a MAYBE t75ED[N LtEdl`SF
11LPICAL �1`I HV BLADE SHU f TER ELEYATlQN HU'LOCKSQ.5,CR QS r'OR ANY SPAN AAUD INST,"'nONS AT ANY ELEVArS4N.AS.sER7LlTH HG LOCK'.EovAY BF..USED
AS AN WSWE OR OUTSID5 LOCK.ATTAC,NEW OF LA.1 LOCK S�TO t5' IS W 3 B x 3 F.H.5,S,L(S„AND 4(Cw ms
N.T.S. RIQNFOE�k';hT INSERT L�A5 SHOWN OS GE TgNS HCA-FNG MD x-11 0,$Ft, 7 t0 LOCA MAY D3E 1NSTti.LfT,T Al
MiWPAN OR le AL CMUM MLOW CR AEjO'YE M+;WM VX Or LOCKING,Rom i`•i-,IS COWLETELY OYTS4tAL..
FL(}11 W, nn igh, elOCAty Hurf,rur;e
0 20,15v M.'IN MEtAL SUPPLY.INC.
A
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American Shutter Syvfems 5;: rSTF1TiLLtiI.F.TuE.S.TsIN.G„�&. FE.NGINEERING COWPANY _ DATE rt.
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POURED CONCRETE OR 'MCREIS OR,CONCRETE
PUJUED e�INCRETF OR 1* ',\,' I CLOCK WALL REQMED
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CLOCK WALL Rf.(YJ(RFO
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safnUE.ON StfrS I/Islx3'MAX
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AT
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(D OR S�X rL'TA.L X flXi (6OR SEE fll�t.X f C'-0.a
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2- ON.-'imT �.q W Y
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ww'RE EN LLATIOR
CC44C-,M OUXl<WALL 6.6.-0.0-0.0- @02,04-071-0-
REQUIRED 07 HY BLADE OR d HY WINDOW BLADE- INTO
CONCRETE OR CONCRETE BLOCK WALL.
'OD 0-0-0-®R FLORTA BUILDN CME(Hort WO Val—iti HEIrric-'le Zon
ENQ CQNN END C0NNE.CTJQA_0fJAL C6,
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American Shutter S
M. VU�
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. = TIUJT TESTIN AvIoclation, Inc.
4,268 Wcs',,;oc� Dr�,� DRAW44G 111:0
Wa5r,74�1�0_ wezt P"!'n E�e'ach, Fl. 33407
15-085
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MAXIMUM 5H{lFTEFi SPAN* 'L+' ,tt}(llit.M !,TTTER SPAIN*'l.t'
.
t:. FOR INSU(.I.ATLtpN:i W $,�;It�, i.- l ) I Ary I�
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&F NE£iM9�. INSTALLATIONS W, itr C CONCRrFE&
W/ ONE N.J. LOCK �.�orj L+F CL or a '- pMh'3 WRY 15Jt1p (;) Lr MM' UM AL,i.R:°r<T)1.0 s�.c"L FOR A Giri:ta
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NO LOCK.( Wj NO LOCKW'G ROCS 11.3 w ONE HY LOCK Or "'S Or tXR W NO;.F3GKIt>"t', V. Pr, fl, R. O, Ir MAX.AIAXI9F+ .PAN FOR A GIVEN NL;OAT:Y'E
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„. R.5 DESIGN F'FiE T+12[.'fLFTTh1G,
LOCK W iWO L l dt T (S� t OTES Y !13'- MOUNT C F &L R, Si, & v
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t
DETERMINE;
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