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46 USER :,Public User
MARL 22
9 Ji
:Prcitiuct Ajprbyajjkqpv product Of Appkation Search a Adl plicil io, li6itihn Lkt AP t nbatai!
mitting -ennitting
ST. Lucie County, il
L
App
lication
icA Type . Revisiow,
Gode Version
2020
ica666"Status. A.oro— ve
.Cornments
Archived,
,Prodt;'ct Manufacturer
mail
Authorized Signature
-Teclihica I Ripresehtative
Address/phone/Emaill
6u-,,;tY, Assurance. kepresenfaiive
AddeessjPhonL-/Ema1l'
Subcatedtiry':
REVIEWED FOR
CODE COMPLIANCE
5L LUCIE COUNTY 130cC
I . :
American -Shutter Systems AssociationsInc
4268 Westrigads-priv
West Palm Beachj;Fl- 33407
(561).:209'- 8263.
tifepley@easteerinhetal. coin , , , :, - FILE CO'ry
.Bill. Feeley
.1ircidriguez rn@eastemetaxom,
Shutters,
Accordion
Cornpijarc,e keth6d-
Evaluation Report from a Florida Registered Architee't or a Licensed Florida
Professional . Ehgifiee,r
Evaluation 'Report:- Hatdcopy. Received
116rida,En'ginee' . r or Architect Name who developed the'»Waltier A.I'Tfllit, 3r.-O.e't.
Evaluation;Aeriok
Florida license . '.
PE�-44167
Quality Assurance Entity
National Accreditation; and 'Ma nagemerit, Institute
Quality Assurance Cofitract,Expiration, Date
12/31/2072
Validated — By'
J'ohh Heriry Kampmannk.
00, Validation1 clrhsk Hardc4py,Recei.Yed
Certificate of Independence
Refere'n'2ed,-*.Standard and Year (of Standard)
Equivalence of Product Standards
Sections
n it Code
, from ' he
M
Mandard..
Year
ASTM E-18R6
2012
ASTM E1996
2012
ASTM'E-330
2002
TAS 201, 202; 201
1994
IV
K
ProductApprovdl Method
=baiit& Su6mitied
.
bate P,cidlpg ppe6val
!Date Approved'
Plurnmary'cif Products
Method i OP'Ooir'ir D-
FL i4o.del, Number or Name
Descriptio.p.
IVAccordion Shutter.- Blade-
txtruded aluminijinj6terldcking blades retained by tracks (top
-WHz) - Drwq 20-165
and:66t6rri)f6r storm- protection
U-M its ffif Use,
Appro,Oeafdr,usd in MVHZ. No
FL389 R10 i1=DRWTNi§- ASSA; D _d
-Aplpitiiiviid'Far use outside HVHZiAs
voemed-By:Ahierl6ft Mest Lab.of 567uth Florida, Inc.
46pant Resistant Yes.
PriiisurepN/A'
6aluaitioii Re- P0 , its"
btfir ieit'Lae, kissilii Level,"l)"Max span is 12'-3' for 40, pif
n4' 0k ASA-8L—ADiF1 -, AE
,S.t2d
positive.*50.load and, 1j'-'W' for-35, psf negative ASE) load the
Yes
'HV3,blade .wloWihdoW"bl'ad4,5'-2'fcrIlO psf ASO load'for.
blade and W'AV'for 62 pit, V-11" for
'working
blade ,ln unlsorf.,14,mspan
for HV3ibtade-ti✓Jo, Wrndowblade for installations into Metal
-
:Stud wales is 79" 412�74 a
8 +64,-64 -p , See sheet 5 for cither,spairs andASD,
.pressures ,,
HV,-Accdrdion Shutter Blade_ I
E) 'ru d:d 04purn-in'tiarlocking blades retained by tracks {top
loh-HVHZ - Drwg-16-164,
and b for --storm protection
Approve4tor use, ln'HVHZ. No
ASSI.
Approved for,rse outside HVIM yes
Verjfied,.By - AmericanTigt Labe of South'Flarida, Inc,
impad k6mistilit.. Yes.
Created by. Independent Third Party: Yies
./A
,Vtfiiiiri.Larile-missile level 'D. Max. Spin ls.16'm0` for :30,ps.f.
!`Qw'R716 AE'!'0.'6R*4tSL-,ALLD-E1
ri6d6tiv4-ASDload dL-pendingoncenii�rrhattta^6d'icickiho-r'bd
Created'4y.11ndep . gino'eint7hilridi. Party: "Yes
c
' load: i6r,14V: blidefor Keystone mountings 7'-0" p.s.f. for metals
, . ', , 1i for 110
sbUj'm'O-U,n,tinqs,and a-0 p;i.f.for HV1A,worki'ng;'n'
'sh'
unison t 1 7; -If and 20. eespecemily, of installation
nison.�Soe a eets,
drawrngs and presrbsz
iju.
.... . ....
Bertha WAtcordfowShotter-
tANd446 n6i.lMerIcicking blades,rethined by tracks (top,
COMBO- , Non+VHZ , drwg, 2'0463,
and'- r�) �foe -storm 'protection,
ti*"s
pp r'9yefo'.r,lpse.
N-o.
R- Z,pd
IiJhqjiVkZ.'
ApprpvpdfOruse outside HVHZ.,Yds
Venidd 1abbf South Florida, Inc.
I 6tResistalt'yds
Created lby•Indeperd6riThird Party: Yet
'.h
Design -Oressure.
Evaluation Reports
lDther 4aX�W04 spin,at 30p.s.f Asbioad
',00j� 16,A,ln—Q�--.-LA-D5L1w
fo 61ade4"ind18'-0` for BladeL2, See schedules on sh4et-12,
Created Third�Party Yes
25 and 28jre's'O' e- c t i V' eill y
6hE.CtU
rigKI:2004- --gfElori&,n Privet stni4io
pub'licvam�— l"j6udo not '
vublic4ecordg r4qu4st:do not ZOA] oiectm,01,
fridi to thismmy"Imte6d, cAtact the ofcebv,phone orby "ditionai mail, you Wearplease
contact 850.407.,1395. �'Pursuant to Section 45S.275(1),
igie lfcettsedsunderChapteP,l 55 F. sr465t'p'rw)de-tht DepaM;'At with'an email address it have orle, Tile 0-malls
litovlded,rnav 66 us.ed fai official commOnIc6tion With ema ildmisits are mAbl1c.iLc6-rdJr you 6, ndtvylstto supply ii personal address, please
prcvjdp thotiepartiriept*ltfi an 6niall'adliress whilch carilbe made ciGallabfv to af4i 4'llC`,*s",upder Chapter 455, F.S., Plaice click, halje .
GENERAL NOTES,•
I. SERm 01 ACCORWON SHUTTER STSTEM SHOWN ON THIS PRODUCT EVALUATION DOC13l09 (0'ED.) HAS SEEN VERIIZED �.MR: MAILIANCE JN ACCORDANCE R`ITTL THE 2020 {7{h EM"9F THE FLORIDA
BUILLiIdG 00DE THTS ACCORDdON. SH11tTER_ SY6TEM QLL RIOT BE Bi AlulED At HIGH VET.00ITY°I ICwc ZOHE3..
DESIGN WWO LWGS SHAl Be OkTEWKW AS PER SECTION 1620 OF THE-.ASME MEN RC4NED CODE, FOR- A ITAS16 WIND SPEED REQUIRED BY THE JURISDICTION 1 HEM SLUM .WILL.
BE IMALLEO W1'#! A :OWECTTWWM FALCOR.X4-0A5, USING A= 7=tG AN0 SNAIL WIT EXCEED THE. oWOWN (kSD.) PPON' PRE55URE RATINGS iNMTE6
ON SHEETS 11, THR4I 15, 19,& 20:
IN ORDER 10 VT721E7'THE ABOVE COWHUON, ULTIMATE 11 MV WIND LC.AIO_S OETERMINM PER ,A= 7-10.%Atl; BE FEFST R£OUcm TO. kS.O. DESIGN ATND LOA05'
BY M;jLTpi.YI46.. THEM Bti OX IN. ORM TO-L'LIMPARE VESE W1 WIC. (kS.D)-DESIGN PRIE35URERATIMOS MI AIM ON 5N%E:N I THRU 16..19 & 20.
IN ORDER To VC41FY IW COMPONF1N; AND ANCHORS ON M P.E.O;. AS TESTED, WERE NOT OVER: 5TRESSEO, A 33 'R INCREASE N N I.OWASUE STRESS, F i .1t1H0 IDAOS, WAS,SM USED IN. THEIR;
ANAL.YSIa N0W'EVER, A WAD OURATION F7,'W CD-T.BO WAS USED FOR trcWflCATION OF FASTENERS IN:WOM
BERTHA H.V. ACCORD*4 SEIFTMZ SYSiT:M'Ss ADEQUACY FOR 'AIRD'AND LARGE MISSILEITA WT" LOW HAS SEEN VMM R4 ACCORDANCE WITH. SECTION I611B.t.Y Or -THE ABOVE MENRONEO CODE AS PER.
ATL RVOT(PSv.
-HY &A0 0 Q0214.64-03. 107LI&Ot.-03, 0609.61-iO AND,#0210.01-11 .AS PER TAS-201, TAS-202 FND .45-203" PROTOCOLS AHD'ASTI( E-1686.
AND E-1996 STANDARDS (.%S= uW1L 0, WIND ZONES 1,. 2 _& 3) & 012=01-10 AS PER Tom^ 261>, 2AS R 203 MTOCRLS LARGE. MISSILE
14V *WI46411` MADE a. $OW&OI-OB' AS PER AM E:-1eS6 ANO E-1336 (MiSd* ti:. LM 0. YAFHJ ZONES 1. 2: 3) ONLY AND i 072`J,O1-W AS PER VS i02 PROTOCOL
2. NV BADE(;; AND HV MNDGW SLAOE 8 PITS ENGh4FJ:"R�T1 TO WORK N. VMsQN WFTN LAM4 OVIT R UNDER THE GENERAL W(TATIfNJS AND CON011101 S OF LICE INvItATE0 ON SHEET 14
3. BERTHA N.V. A&COFBIIGH PITS (HV Si".REWS), 1AEO AT EiI.4= KNWWKLE AND MR CTR£CT LTOUNT CONNECTON 10 TPA-VZ SHALI BE }14x2:75', AND g140.75' fMSPEC1NELY. 410-HT MINIMUM SERIES
STAINLESS STEE'% SCRLWS WITH 135.0 kN YIELD STREE GIM AND 180 W TL"WILE STRfaiM. PINS SH:1.L BE COATED SMTH SVtrdA HV DACROSHIELD COATING SYSTEM. AS MANUFACTURED BY APPROVED
COATING AFPLFCATOR5, REGISTERED KNH AMERICAN_ ETsifY?FiZ Se'STI=& Aa5L7CLAT10N. PINS MUST SEAR THE HV MATE 40 ON THEIR. HEAD..
4. ALL AiUANNW EXTRUSIONS SHALL BE ALUMINUM ASSCCWlKN ALLOY = TEWFR AS INDICATED ON St4EE'TS 2 ANO 3. MINIMUM YIELD STRENGTH FOR 6OUT6 ALLOY IS 3D.0. ksT AND 35.7 ksl FOR
6005-T5 ALLOY. ALL ALLitdMM EXTRUSIONS IN CONTACT PATH 06SWIAR MATERIALS SHALL.. COMPLY WATH SECTION LEE-& OF TINE 2016 ALUMINUM DESIGN. VMUAL
5. ALL. %'HE.'Wy 10 t& SIAifiYLES''- `a" il-.t $04 OR 31tl.AWS SERIES OR COMIOS.ION RES19SI'T COATED C.LRBON SIM AS PER ON S0018 WITH. 50 ksi MIN. YMb ,1s$KNM AND 90 k8i MIN. TENSILE STRENGTH.
AND SIJALL COMPLY Wy R-11RIDA BU3f 40 CODE SECTION 2411.3.3.4.
6. BOLTS TO TIE AIM A-307 CALVANIZED SM. OR AIT 304 OR 31C SERIES STAINLESS STEEL 'WITH 3S W MINIMUM YIELD STRENGTH.
7. SEE THE FOLLOWING SHEETS FOR. ANCHOR SPECIFICATIONS; W MADE Q s 12.13.14,15 AND 20
Rd SLADS (D & 45k WP4? IN tmmm It 13& IS
B. THIS GERM H.V. AODCpZW SHUI"TER SMEM BEAR$ A U.S. PATENT W779,5D2. COMPCkWS DF TMS APPROVAL AR£ COVERED, IN WHOLE OR IN PART BY U.S. PATENT 05'458,179 ISSUED TO EASTERN
METAL SUPPLY,' WC;
D. 1T SHELL. BE T%E' ArSF?ONSeB m OF THE CONTRAC7""R TO YE'R.I' "Y TT4E- SOUNDNESS OF,TNE;'STRL'CT Ar %4JRZ .SHi*Ef IS :'1D EE Angsio> T1? =.''k°+LRI+'&' PROPER. ANCHORAGE: C ff,(TYu4,t,"L'0¢k •11C. Al fT;hAl*T.A,`:
All. StAV" COMPONENT c-DOES"WHICH REMAIN, TNRU FASTENING IN C.CMNU0US COWAC€ 5YM y WILLING IT'.t PREV€t3F.l' w"J'AAW 1ldTRvFaYO it - ,� •" i 1D. EACH UNIT MUST eM P004VCW LABEL IN A 9p9:M PLACE WITH: WARRING NOTE: L dNG P¢.NKIOS 0F_1tli4 NdE'iYARtOK( HCME13RT,'iT APT`. OR OTHERS, MST F�'Op, CLOSE'AY3€1TY AA3 110 ,
CENTER4 XS AND ENGAGE OR LOCK -ALL HV AND NO LOOM-
T1. swim 1LATVLIFACTURER'S: LABEL.. SHALL SE [LOCATED ON A READILY 4S38L-- :#LGCA11Ot�µ�'T aCCOTroiCN SH.TTIER'I4 AILX ii:E4,`.fE,O[[ m 47OSAZ§ CIF FLORIDA SUILD44iq CODC' 4XiE 4A9(L $TALL
PLACED FOR-EVERY'OFENti4C. LABELNG TO COMPLY WEfH SECM14 170S.9.t, D€ TNF. ({. A &LtILtiF?±O CISOE, ." "
12. SMIA HV, ACCORDION SHUTTER SYSTEM`M`5 1NSTAU.ATHIN: SHALL. OOMRLY ea01t SPE-4,+(i#}'I',A3I'IY 1i+i=jl� i�A;RTAG PLfjS �+jET�BWK"�`G kIJO �'»1k16: gE4.11LATIONS .PROVIDED Eel`'rK, sBX,i' DV
PERMIT L5. APPLIED' 10: .. .. °
13. (a) INS P:6.0. PREPARED W THIS ENIIN&R IS GEIWiVO AND DOES', Not PROVIDE g FbiIWli0'�i.FsN� R stir$ "5'R£CafsC£F `'d F' I m +?Y�ECiF ,L ; �..i4&,; CCNDDIONS OEVWIE FRL1at 1 kT Edl:6 .
(b)' GUNTNACTOR TO BE RESPONSIBLE FOR THE SU£CHON, PURCHASE AND (NS"TALLAT10% kVLU6I"G,UFc- SAFE "DF LTREk?UCii PRWIOED HE/SHE ".4,1Su. ! "FitOFd.
THE"C"W,1ONS DT XZD. ON THIS DOCUMENT- CONSTRL:'CT10N SAFETY AT SIT£ IS THE::[ 50pgmt REBPE:tt'o1BE6T(Y' °
(c) THIS. PLED. WIfl BE CONSIDEI*O MAUDIF ALTERED BY ANY A!£gil
f ..CONTENTS
GENERAL NOTES
SHEET 1
SYSTEM COMPONENTS 1-20
SHEET 2:
SYSTEM COMPONENTS 21-37'
SHEET 3
TYPICAL SHUTTER: ASSEMBLY 38-44
SHEET 4
TYPICAL WNTOW BLADE. ti WRNDDW DETAIL.
2 Liu 91146E M AND FN WINDOW
BLADE Cud
{WHEREr. AMC"
TYPKX SHUTTER; F.LEWON & NOTES Oft LOCKS
SNEEr 5
INSIALIATIO_N DETAILS A-.FCONCRETE/BLOCK
SHEET 6
INSTALLATION DaAILS G-M, CONCREV,8LOCK
-WEE:T,7
CENTERMATE DETAILS 'HV
SHEET 8
CENTERMATE ALTERNATING DETAILS HV
SHEET 9
END CONNECTION DETAILS 1-6,. CONCREFE/BLOCK
SHEET 10
MAXIMUM SPAN TABLF i
SHEET I I
ANCHOR SCHETIULC- CONCRETE & BLOCK
SHEET 12
ANCHOR SCHMUL£- CONCRETE & BLOCK.
SHEET 13
ANCHOR SCHEDULE- CONCRETE & BLOCK,
SHEET 14
ANCHOR SCHEDULE- WOOD
SHEET 15
INSTALLATION DEFAU M-R; ftOD
MEET 16
INSTALLATION DETAILS S-X., WOOD
SHED 17
END CON.NLCT1DN DETAILS 7-12 & X, WOOD
SHEET 1S
T?:P4C& SNITFTEk �ELEVATK1t
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a .a j
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(3) SIFESP£CIiC PROJEOTS, SFbV.t. txTFFARED Efl" A FtOBlOA.REGiT,TEREO £F%INEER"OR WHLCH #i1;L C0 RE04h0.{E.O.R.} FOR THE PRf+.tEOt°, RhQ YIHOAWdLC T:E.`.
RESPCA4SkEC@MR, 1FiE PROPER U5v Or THE. PLEA, ENG€h`EER OF RECORD: ACIiNG AS<CECAAR itD ENOihER TG .. .'{ '
TE'e P TIT: �EN2, w SitAt..`SU y"iA TNfS IxTTER THE SsiF,:.FEGIiTG t AF. '1,I1 °'
REVIEW..
(e) OICX'.LNAL PIED. SHALT BEAR THE. SM +tkD: OIRGI&I SEt'L AND SICMTURE OF Thi PRC'c'SS`,Ga*L L'Nt2NEER. t mpDFets'Z*T PRE *Rw
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TTLLk TEB ING'& ENGIT4EEPING COMPANY
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