520 NE 92 St (9)MIA M I•DADE
BUILDING CODE COi`IPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIIANII -DADE COUNTY. FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MMIANII. FLORIDA 33130 -1563
(305) 375-2901 FAX (305) 375 -2903
Cury -A -Tech Corporation
930 W. 23Strect
Hialeah, FL 33010
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: .062" Aluminum (3003 -H14 Alloy) Storm Panel Shutter
APPROVAL DOCUMENT: Drawing No. 95 -43, titled "Storm Panel Mounting Details ", sheets 1 through 4,
prepared, signed and sealed Humayoun Farooq, P.E., dated 2/25/98, bearing the Miami -Dade County Product
Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County
Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted ' nerein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed. then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This VOA renews NOA # 99- 0323.01 and, consists of this page I as well as approval document mentioned above.
The submitted documentation was reviewed by Raul Rodriguez.
NOA No 02- 0131.01 /
Expiration Date: March 21, 2007
Approval Date: March 23, 2002
Page 1
1
•
2 x 4 x 1/8'
2 x 8 x 1/8'
HCRIZONTAL TUBE
ALUMINUM (606,3-76)
3/4' STUDS
W/ WING NUT do WA
O 12' O.C.
* 14 X 3/4' iEX
• 6' C.C.
* 14 X 3/4' TE <2
2 6' C.C.
1/4 x 3/4' STUDS
W/ WING NUT & WA.SI -IE;R
O
17: O.C.
2 x 2 x 1/3'
ALUM. ANGLZ
6C63-T6
PRODU6T RENEWED
A.."'rA.NC°■'o. 49 - 0 5 2' .0(
EXPrAT ONr" TS (1ARG1 7(-7 1)-2- In
PROCi.7C 6 OL CrilSION
BL CODE CONCLIANNCE OF :CE
SHUTTER HECHT
FOR HEAD & S;LL COMBINATIONS
SE 1' C 0 AI LS ?ND SCHEDUL
ENO CLOSURE ANCLZ RECD. ONLY ON 3L'ILT -OLT CCNCMCN.
.'
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1
4
2 X 2 X 1/4' ANCLZ
ALUMINUM (6C6:3-T8) 3' L :NC
W/ (2) 3/8' KW1K 3CLT ANCHCPS
2 -1/2' MIN. EMS= 0 5' O.C.
3/8' MA-
TH R 3GL
w/ WASH & NUT
0 5' O.C.
1
3/4' rP
MAX. DESIGN LOAD = 70 PSF
i
' t
5' 1414, i
% •4
CONNECTION
.LUn TUEE: 2 x 4 x 1/8
1.7405 v4. SPAN
nAx. C C: -- LECTICN - SPAN /188
EX n nL' 4 LL'h2.NU 6263-T6
n 3 -43
I \\\\\
721 2;0 421
T%GE SPAN - INC-4ES
2 X 2 X 1(4' ANC'L
AUJM1NU14 X6083 -•5 ) 8' LONG
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2 -1/2' 14" afam 0 5 O.C.
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;'.iqr. OR 1iU14AYCUN FArZCCC
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95 -43
(sheet 4 of 4'
MOUNTING DETAI
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HCRIZONTAL TUBE
ALUMINUM (606,3-76)
3/4' STUDS
W/ WING NUT do WA
O 12' O.C.
* 14 X 3/4' iEX
• 6' C.C.
* 14 X 3/4' TE <2
2 6' C.C.
1/4 x 3/4' STUDS
W/ WING NUT & WA.SI -IE;R
O
17: O.C.
2 x 2 x 1/3'
ALUM. ANGLZ
6C63-T6
PRODU6T RENEWED
A.."'rA.NC°■'o. 49 - 0 5 2' .0(
EXPrAT ONr" TS (1ARG1 7(-7 1)-2- In
PROCi.7C 6 OL CrilSION
BL CODE CONCLIANNCE OF :CE
SHUTTER HECHT
FOR HEAD & S;LL COMBINATIONS
SE 1' C 0 AI LS ?ND SCHEDUL
ENO CLOSURE ANCLZ RECD. ONLY ON 3L'ILT -OLT CCNCMCN.
.'
J
1
1
4
2 X 2 X 1/4' ANCLZ
ALUMINUM (6C6:3-T8) 3' L :NC
W/ (2) 3/8' KW1K 3CLT ANCHCPS
2 -1/2' MIN. EMS= 0 5' O.C.
3/8' MA-
TH R 3GL
w/ WASH & NUT
0 5' O.C.
1
3/4' rP
MAX. DESIGN LOAD = 70 PSF
i
' t
5' 1414, i
% •4
CONNECTION
.LUn TUEE: 2 x 4 x 1/8
1.7405 v4. SPAN
nAx. C C: -- LECTICN - SPAN /188
EX n nL' 4 LL'h2.NU 6263-T6
n 3 -43
I \\\\\
721 2;0 421
T%GE SPAN - INC-4ES
2 X 2 X 1(4' ANC'L
AUJM1NU14 X6083 -•5 ) 8' LONG
W/ (2) 3/8' )?MK SCLT ANCHORS
2 -1/2' 14" afam 0 5 O.C.
r A-uu TUBE
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OOR /CCI!) G
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t3 -43-•.
' 1111 111 1111 III III1 11111111 11
sHurras W1oTH
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APPROVE) AS COMP! 7ING W TH T riE
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OAT= L ' 411 ' Z(0 to
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PROCIJCT CO:IT OI�':S:Oii
SUIL.ING CCOE COMP. :ANC: OFF!C:
ACC:PTANC: NC a1- 1)q.4 .,r)
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drawing no.
95 -43
(sheet 4 of 4'
MOUNTING DETAI
F -7 . - 0'Ir ER SPAC,NG IN MASONRY
TAEL^ :R: °ASS=' ON TYPICAL ECE OISANCv 4 120.
D6TA4N OE
FCR Lcc OGE 0 c z.sE S?AC.NC 3Y
4ULTPL;1NG WITH THE FACTOR SE _OW
ECCE CISi.l;2 :a3 1 -,2 -1 ad.2' 6d- 1- 1/2 "I Sc. 1 -i /4'
FACTOR r 1 1 0.71 I 0.57 I 0.50
MPLEI FCR EGc GIST. SPAGNC - 6" 0.C. (FRC41 TAKE)
FCR ,• E,.G2 MST SPACING .. 5 X .71 .4 4? o.C_
2.000
.500
3.375
2.125
1-.093 TIT
WALL MOUNT HEAD
6063 -T6
T ----- 1
1 - 7=
2.000
2.2.50
.09.3 TY?
1 A--- -7_OCC
CE:LING MCU NIT HE=OE?
6063 -76
2000
1 CLZ
6063 -75
2
25
4.320
N
t
0 0
g
to
w
rn
1
`1.130
PA Ni ` ?
AL'J)41 : .062 0003 -+U4)
E
12_CCO
13.70
(3) r--
EN C CSL'RE ANGLE --
RECO. CNLY ON
SUILT -.7UT cNCITICN
SEEDETAIL A
■
a ANCC2S
0 2 4' C.C.
r 7 .7.111
=■, C,:= =LT -C1_ Cf}I\1cIT:c\1
1/4-20 X 1 9CLTS
WITH `NINONUTS
SZE TABLE ON SNP 2
TY='ICAL EL V TiON
PANES CAN 8 E INSTALL= VERTICALLY
OR HCRIZCNTAL:Y USING APPLICABLE
ANC :-icR.NG DETAILS.
2 X 2 X 1/3
2 X .3 X; 3"
2 X 4 X 1 /a"
AL'.:M. ANGLE
FCR ENO GP
AS RECC. AT
EL:1L - CUT C^NCTT.CNS
2.00
ANCHOR 0
ANCXCR
ANC
• •1
UILT -OUT ANGL. S
6363 -T6
ZCO
2X3X 1/8'
2 X 4X 1 /8"
2 X 5 X 1/8"
2.
3.
PRODUCT RENEW
AC..'°''T'A2 .' No. q q - 0113-01 c
E:CS.ATONDA:c r)1 :; 2 I - 2c0 7 -
By ;_, ( 6.
PRODt;C/CONTRCL DIVtS:ON 7.
BL`II.zING CCDE CO MTULANCZ CFFIC:.
3.
9.
I'RODCCr RENE\t'
Acceptant No 02 - /. •/ 9.
I• :.xp1r Lion Date • ♦ 1. _ 007
Ilx ,
>)71mi 4)cR rod uct Control
Division
CHANCE W WCCO
R`JT L;CTICN FACTOR 15 RE :WIRED
TY ANC;:CRS
it 4.• C...N 1 -3/4' E316 =1.4E4 i0 ccNCRE!
1 -1/4' Ea16EMEYT i0 6L cx
RAWL CAL: < -iN . LOXIN OR E^.UAL
c.Ai. mCtCR BCCY INTO CONC.
4 s •us.AAG sc.:Rc s INTO wcce. (S.0.- 0.47)
1 MIN. EV _l=MEN
0
1 - ii=
NCic MIC�CaC D cE FULL e:442F WENT IN CCNCRE- 3E^i.NO
THE C.:.� IG (s TILL 1. ..C.)
1 ..C C
! MOUNT PRACK'_
- -c,.= CR. tu44.+YC;;N FARCCC
=.1 PE j 16`57
r, 2 'COL
WAIL MOU NT
6063 -76 6063 -76
GE ER..L NOT =S
THIS STRUCTURE IS DESIGNED AS PER TriE SOUTH F1 CRICA BUILDING
CCCE 1994 EDITION FCR OACE COUNTY. ALSO FOR 'NI,10 LCACS
AS PER ASCE 7 -3d USING CCRRE.3PCNCING L CADS. •
DESIGN CR.TL?IA FCR ALUMINUM. MINIMUM MECHANICAL P RCP _?TIES.
ANC S.4F T' FACTORS ARE IN ACCRCA,4C E Wl i r! i r;E 'ALUMINUM
CCNS RUC'1CN MANUAL LATEST ED MCN.
ALUMINUM ALLCYS: ALL "'<iRUSiONS SHALL cE ALLOY AS LUSTED.
PANES Sia.ALL BE ALLOY 3CO3 - H14.
Si L
SURFACES TO BE PL.ACZ IN CONTACT Wr'r ALUMINUM STALL 2E
GNVEV ONE CCAT CF Z'NC C: :RCMATZ PRIMER IN ACCORDANCE 'Nlir
FEDERAL SPEC. NC. Ti? -€45. CR B GAL` ANE'ED.
ANCHORS 5-ALL 2E AS LISTED. SPACED AS SHCWN CN DETAILS.
ANCHOR E ?ASE:MEN. 41 TO BASE MATERIAL SHALL. BE 3E(CNO WALT.
DRESSING CR STUCCO.
ALL 3CLTS Si-ALL BE ST.UNL .SS S . ALUMINUM ALLOY 2024 -; 4
OR 7075 -76. CR PLATED ST • _ WING NUTS SPALL BE OF ZINC ALLOY.
DESIGN CRITERIA FCR PANES: MAX CE=t CT1CN < L/ =0 FCR NEGAT1'
LCAC ANC THE =SCR CF L/3C CR 2" FOR PoscruE LCAD.
ANCI-4CR!NG CR LCACING CCNCIrICNS C T TIER T1-^AN THOSE S'r.CWN IN
Tr.ESE DETAILS ARE NCT PART OF T rIS APPRCVAL
EXISTING STRUCTURES MUST °E CAAAEL. OF SUSTAINING LOADS
IMPOSED SY Sr, t i L
EACH PANE_ STALL AVE H A LEGIBLE AYO RE.3CILY VISIBLE MARKING
INDUCING OWNER CR ENANT TO SECURE PANES AT LAP .;CINTS WITH
BOLTS AND WINGNL S CURING PER. OF HURRICANE WARNING.
CE.S;GN LOADS S1- LL - ` CALCULATED AS PER REZUIR .4E..NTS CF
ASCE 7 -28. BASED CN 1 10 MPH WINO V't LC•C: T
Pg C0L'GT �{SRK;NQ
A LACE: Si-{AL_ cE Ar-IxED AT 3CTTCM CF EA C: PANEL
WIT": THE. FOLLOWING STATEMENT.
CR' /ATE.CH CCRPCRATICN
"DACE CCUNi t PPCDUCT CON AP ' PRC` /E '
CE'IGN , . E SURE RATING = . .�
FcF
- 70 FSF
AFPRCVEI >r CC:41;1.1;Nr. _ '6;711 }'.
SCUT1 r:_^SiCA BU:L0 :7:C CCOE
0,;7 r ,' Q ('. ri ?r In 0,f
fi
PRCCUC C3.'R'(t L 3IV :S :3n
3LIL�liio C3OE CFFIC,
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95-43.
sneer 1 at ..
FCR
FCR
Ed
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MIN. SEPARATION
TYPICAL
AL ENS,ALLAI1CNS
SEE TABLE BELCW
GUYS;
5
6
W ALL U CUNTS
SPACJ+G fNC-ES 1
ANC-iCR L? 0 a PS 1 La C 70 I'0
Nr a rrx wr r ( vt' j a
A 1 5 1 3 z I - I 5 I - I - 1
0 1 5 1 a.7 1 - I 6 i 3 1 - 1
.. 1 - 1 - 1 +.3 1 - t - 1 3.1 1
SPAN =110'
1/4- I'`,P
S ECTIO N A -A.
S ?4C :NG iNC :E: _
LP:17 a5 ?::' 1 UP I O 70 I
C ^.NC =1 r wf (rir ^NC! 4L ^C"<IWCCr
5 I - 1 5 1 5 5 1
1 5 1 - 1 5 1 5
- 1 O 1 - I -
- I
— t
0 !
CVERLAPP!NG PANELS FASc.. E) wiiri
1/4-20 X 1" 3CL5 d: W1NGN1rt
TYPICAL ALL INSTAL AI1CNS
FCR SPACNG Scz TAIL 3Ei W
/4 " -20 x 3/4 STUDS
W/ 'WING NUT do WA55ER
® o' O.C. (i fPICAL)
2 x 2 x 1/3"
ALUM. ANC
6C5 -T5
T`rP!G�L
SC LT'S SPACING AT (PANE_ SPAN
LAP JCINT5 I L.: PTO,
17" C.C.
27 - C.C.
GENER L N CT ANC c :7r.'J S iCN CETAiLS SEE Sr.__1 CF • .
WCCO IN SALL•>TICNIS SE= Si-'.E. 3 CF 4.
ANC:-iCRS
SAKE AS H EIC �R
,
1 -7/3" X 1/3"
FT AT ALL:Li PLATE
7C-
1 IC
DIRECT CUN T a
ANC-f RI L P 70 +.1. P— 1 L:f'C 70 PS: 1
I
7-113 IC0iC 1 o �CXiwCCCICCNC' al CX :WCCCI
1-1 51
t. 1 6 1 6 1— I 6 1 61 1
I I 1 0 1 — 1 — 1
r i
I SPAC.NG 1?C -'E3
1 /4' -Z0 x 3/4' STUDS
W/ WING NUT do WAS'-
0 6 O.C.
s ueC;ION
4{! N. SE APA 1CN RE:D.I
FRC GLASS
- 1/2
2-5./3"
1.IAX STAN =110"
3/4 X 3/4 X 1/8 "_
SCUAR£ %& - ta
ANCtICRS
SAME AS HEACER
ANCNCR
T PE
0
: - EAC ER AN D SILL CCNCMONS C-1,41/41
USED IN ANr CCU22INAi1 s
A,4CHCRS: E. ; GE
F IS.WC: i SHCWN AF E 3c;cNO
THE 'HAL' do FLCCR ccv i C
(STUCCO. TiL:S. E7c.)
.LL. DIRECT MOUNTS
AC:NG 114C-E2
UPiCF P 1 UPi0 70 PSG
. 1 w
A
1 6 1 6
6
1 - i 6 1
ti 1 -
1 /4 " -ZO x 3/4' STUCS
Ew/ WING NUT do WA k1ER
O 6' 0.C.
1
fly
•6 1 —
— 1 0
• PRODUCT RENEWED
SPAN =1 10"
ECT'ICN i ✓ —(; [ IIODCC[ ltl : \i;t1'ICD
:1cccptancc Nu 0 2 - C/ - 3 1 . 0/
Expiration Da € r 1,07
/
ami )atc`Product'C:ontrnl
Division
•
"ANcZ No. o 3- o 0 1
T DA'- m ;acL 2I -2cO
B �� / /(44"
PROC-UctiCCNT?CL DriISICN
3LU.. LtiG CCGE CcMP'Li, NCE CFF'C2
1 S?�C PIG NC -E2
ANC CR1 up 73 45 ?57 1
T71=E { ^Nr • PLOD, < C C. 5! Crl<I'MCCr!
1 5 1 3 A 1 - 1 5 1 - 1- i
0 1 5 1 +.2 t- 1 6 1 i.3 1- I
1 - 1 - 1 _ .3 1 - 1 - 1
E4 r IC,+L AGE CIS-ANC
CCNC. do 3LCCX - 12d (12 A.'4CHCR C1,114E7E35•
WCCO - 5d
FCR ISS=N SCE CISrmCES SLY. SEE-. 1 CF a
EUILT -CUT ccNornoN
I SPn� NG t C -ES 1
A 4cNcRI l.P'Q +� 77
Sf 1 LP i Q 70 ?Si
rYPS Ic:NC' of SC<1 MCCClCCNC LaL CXIWCCCI
I — 1 5_ 1 _ — 1 —
1 - i - 1 +. / I - I - 1 .] 1
1/4-20 X 1" 2CL1S WTTH
NUTS 0 6" 0.C.
2 X 3 X 1/3
2X4X 1/3"
Z '‘.t 5 X 1 /3"
ALUM AN GL=
/+—:0 x 1' 3CL:5 •!-:
NL:3 0 5" 0.2.
CP'nL'W'rC:.N F. RCCC
J1 ^�C•.ViV
f 16557
2
j�—
1 J -
MAX S ?.AN -11C'
i�
. ? C1_] 1. -.E
SCL'TP. =LCr".!I;:
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crcwing no.
95-43_
(3neet 2 of
4.
1 SPACING :NCH= S
ANCHOR t/?T7i 40 PSF
1 UP73 70 ?Sr 1
!YTS IC ^N _ I3t ^,."x !wr.
I rNC. -t m(IWC ,^r1
A 1
23 1
8
1-
1 tY 1 4 1
0 1
16 1
7
1-
1
0
1
4
1
- 1
—
1 14
I
—
1
—
1
2 x 2 x 1 /8"_
ALUM. ANGLE
606.3-76
�• C
INSIDE MOUNTS
SP ACING INCHES 1
ANCHOR UPTu' 45 PSF 1 UPTO 70 PSF 1
TYPE CONC .]9L3CKlw0001CCNCI BLOCK 1'Nt`0CI
A 1 6 1 6 1 - 1 6 1 4.5 1 - I
0 1 6 1 6 1 - 1 6 1 6 f
I- t - 1 6 1 - 1 - 1 z.4 1
• /}
Ed
4 4
MAX SPAN= 110"
. E4 —
SECTiCN -_
1 SPACING INCHES
ANCNORI UPTU 45 PSF 1 UPTO 70 ?SF
TYPE I - o . at lwr r
}
A 1 6 1 1 - 1 1 I -
1 1 6 1 6 1 - 1 1 o I - 1
1, E.
- 1 — 1 6 1 — 1 — 1 6 1
•
woo0 H_&C
P.ECUIRa
2 X 3 X 1/8'
2 X 4 X 1/8 '__,
2 X 5 X 1/8"
ALUM ANC`
WOO 0.S'JQ \
0 24', 0.r,
R`:UR� \
r ASTEs r7-PS
AS PER SCHWU1.S
W/ 1 -1/2" I.IIN. PE'v Ir lON
TO .SNG HEADER
1/4-20 X 1' 301.75 wrni
[-NUa
4' O.C.
FASTEN. EPS
5= SG
2
X 4' Cc NT.
-2
W/ (2) 1/4 0 X 5' LAG SCREWS
0 EACH SUO w/ 2' MIN PENETRATION
INTO EXSTINC STUD
f 14X /4' TZZS _,
a s' C.C.
INSTA1 1 A T ICN DE 1 1I ON XIS i 1 NG WOOD ?U : 1 /4' -t
=CR SHUN 1iCCiT CF i 10' MAC 0 a1G LOAD ■ 70
/ MS NATIONS SCE. Sri LET 2
FCR DIF� HEAO�? S(- 1 �' t
PROIYUCT RENEWED
Ac TAN NaV\ -03 0 }
*..AT1OtvDA;E nr..'
Br
PRO a CONTROL DIVISICti
BUIIDLNG CODE COIs.CI IAN CiFICS
A - � 4�rTi0N r - E
MAX SPAN - 110'
2 x 2 x 1/8'
ALLAL ANC`
6063 -T6
TYPICAL
r
_ 1' X 4' x 1/8' CONT. ALUM TU9c
w/ (2) 1/4 o X 4' LAG SCREWS
o EAC7•1 571 W/ 2' MIN Pc -RA'CN
INTO ,NC 57110
EXIS1NC WCCO TRUSSES
0 2 O.C.
1.0N. 2x 4 1.4 EN13?S
1'1(0D l.l:NE\\ n /
Acceptance :%:n �0
Fcpir tine I)atcr 21 2-co
1S%•
. uni Mite Product (:, 111'1)1
Division
2 x a X 1/3'
2 X 5 X 1/3'
ALUM ANGLE CC N"7.
3" MIN.
/ / / /: / / / / / 1 / / /
y t 1
Hz CONNECT1ON TO WOOD TRUSSES
MAX SH tUTir� CHT - 110'
MAX DEIGN LOAD - 70 PSS
DETAIL
2 x 2 x 1/3"
ALUM. ANGLE
6063 -76
l/
1 (4"
j
4
"••V
a
(3) # 14 5.M.S. O EACH RAFTER
2' MIN. PEN_ TRAICN
r.> AIL C
1 -3 /4
Engr. R. NUMAT1 UN FARC
STRUC LRES
F'.A. PF f 165.,°7
f EB 2 fi
3/4'
1 / PL'rWCCO
D( IS 1NG SOFFIT
— 1.500 I --
1/4 " -20 x 3/4' STUOS
W/ WING NUT & WASHER
0 12' 0.C.
x 3 x 1/3" ALUM. ANG`
— 1, 4" ihRU 901.7 w/
WASHER & NUT 0 6' C.C.
uIN.
COUNTER
TOP CONDITION
(PASS I- RU WINDOW)
MAX 51-11111E HECHT - 6
MAX DESIGN LOAD - 70 PSF.
APF =0VED
SCJTi FL'ORIO•; 311;0Ii:G COVE
GA77 ' u , !
to
5
1 - 1
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