615 NE 97 St (8)ice A•14:61,
T? A c httecE ;nns{ , f o� ar*
o'rtadge 44 build"ingr' i p ti n t�►�` �l cay F.
��lly �tadt#nc t hersi A 4 rzi
fOtt ed ft2rf
eleetrz n r' x K
•
*
'''t 4' ' .
'''
' ..:"..
.,,
,,, .4
...."
,°-,..,-.!.. ' / .:.
'''''
t ii :■:. , .
',,,,,
.... 4„. _, -,,,,,..;',4'..., ''''''.„,;', :',
.1.`c /c:" ''' ' -",„,,-,'
.,,,,,-: ■'■ ''. ''.* . • : -':',' ; . V': =,.. ,,-.„ : ^ ''',:. : ,
' -'''•-• —
A
''' '''''''''' '' .:'...,t " ;: ','
', '''' • , ',', cs -1 ',.
,: i ,.• t ,.., A,. '1, : Si -"..
' ,,, „,,, ,,,,,;,..„
04,‘,*' ':..7--,,-.....- •,, • ,.:-.,..),. .
4/4"'■' - — '. ' '-'' -1 4- ' ''', '
''',. ''',, ,,.' ;:*''
.N .7' - ,. :„.,''' ° ;°.
,,,,,,;1„.„ .„ . t :-,
* ..";:,''',,`,:::/*:(
or
, o
. • .
v.. • ;
}
the iw Cr'v.• . v
Y.lriG
' 1 1 11 1 1 1 01 17
3/. : r
� Mr w,..wrti .r. .r...r.✓ r... ve rtw.rlsal#60..r..✓.wVAI.re r'ro
•
:✓+ YM�++.. a..+ r. �w.. v�r. •w+�..r►�..�.'rti.n.•�rMrw��.`Wr
"4,
MAX.
L
LAST
VALLEY TRUSS
8 :0'
V T -4
/2
VT -
/6' -0"
VT -/2
20 =0"
VT - /6o
24 =0"
VT -20
28' - -0"
VT- 24
32 =0"
VT -2B
36'0"
yr -32
40
VT- 36.
,4
4-0"
VT-4
JOINT A
1
vY 12
20' -O"
VT- 20
LAST VALLEY TRUSS
8 -o"
VT- 8
5 TAN DARD TRUSS OR GIRDER
L
O
VT-8 ��
VT -10 \2I
TYPICAL VALLEY TRUSS LAYOUT
SCALE "n
VT- 28
JOINT B
1
2x4
TYPICAL SECT /ON
3 "- P- 0"
2X4 CUT TOP /rCH
OR HALF OF 2x �o
®OQ®
12' -O"
VT - 12
JO D
LE: l l•-o"
7-6
�- 2x6
1 2
VT -32
VT -3(o
2
22 :12 CUT OR
CUT TOP /TCH
SUGGESTED BOTTOM
CHORD LUMBER
3 " - /'0"
7=
4 ._ 6 »
G:0" •
0
94' -0"
VT 24
510"
JOINT C -1 C-2
SCALE: 1 V' =I-O"
C -1 3 "x 4"12.
C -2 3"x5" R.
0 0
X22
5 =0"
JOINT E
5C ALE : I: I' -O'
GENERAL NOTES
LUMBER :ALL LUMBER TO BE 2x4 ( UNLESS
OTHERWISE SHOWN) 1200 "P "IND. GRADE
DOUGLAS FIR OR WESTERN HEMLOCK OR
No. SOUTHERN FINE.
CONNECTION PLATES: ARE "RONEL BARBCRIP 1000 SERIES" 20 GAGE
GALVANIZED STEEL AS MANUFACTURE) DV RONEL CORPORATION."
PLATES TO BE INSTALLED ON BOTH rACCS OF TRUSS JOINTS
CONNECTION SAFE WORKING LOAD 140` PER PLUG.
DESIGN: ALLOWABLE WORKING STRESSES HAVE BEEN INCREASED -- FOR
SHORT TIME LOADING CONDITIONS
"NAILS: ARE 1w" x 11 GAGE "SCOTCH" NAIL OR EQUAL
0
32 0"4 36' -0"
VT- 32 "$ 36' - -O"
REVISED 3/1Q/963
SPA
TO 340'
APPROVED
FOR
RONEL CORP.
RONEL
SYSTEM
22:12
NOTE
USE THIS VALLEY SET ALSO FOR 3 E 82 TO 12 PITO+ES.
RONEL CORPORATION
6401 N.W. 741. AVENUE
MIAMI, FLORIDA
VALLEY TRUSS SERIES
1 PITCH 1 TYPE
'. ENG. NDTO 6T3 2 sumo F A .
STRENGTH
ECONOMY
OUAUTY
DESIGNED
J.B.
CHECKED
SCME DATE
=1' 8/1/62
10 099
MEM.
L
4
L/4
SUL /.4
b - /
86
5 /4.6
, /885
4-4.9
4/35,000
0 -/ 84 1111
d -/ 1111111.
/4.2
- /845
0
-4.8
0
#/26,000
0
DEL EC 770N
RONEL COf7POP,T /ON
7!0" 4 W /TH RETURN
' ALLOWED = 7 (/2) - 0.233"
360
L1 ACTUAL
1 9
iio p/Pa./.<o.c.)
7O"
//0 (7)(3.5) 40L
L ? _ /35 , L = / /.to
7'0
NJ
►J
M /// /MUM TQUSS SPAN ( UP4 /F T)
40 p11' 0.1.
1 /L
2 2
# Z.D
1
-4.8 4.8
4.8
L CM /N. TRUSS _saw)
E #26/,000
SUL _ 0, O, /7 "L 0.233"
AE 4-54 00)
#4,
QONEL COQ PO,2,1 T /O /J
O VEQH L NG W/ TH PETUQN
e, C/
LOA D /NG
TOP CNOQD D. L. e L.L.. 45 psi'
307 CHORD D.L. /G
TOTAL LOAD
SPACING .2=0" O.C. //14X /MUM
HEEL R.
/2
b
c�
+ 188-'
n
=
TUP CH OQD INVEST/GAT/OA/
/ _ /885 320 psi
!7. 5,89
h7 [2(45)(5.5) /2 = //45 psi
320 7 si 4 /145 psi = /465 psi L /500 psi , Ok
130T TOM C.' -/OQD /N VE5 77GG4 770N
P/4 M /S /S G /
c {,
M_LEO// LENGTH ( ?_x3 CONT BP!JC /NG
1 /61 = 3 1/.625 =
C
0.3E 0.3(/.54)(/0) a � /270ps; , /000psi
(1 /d) 00, 05)
P / psi
d 5. $9
M ; (2(/0)(6./67)2/87 /2 321 psi
5 3.56
3/4 4 . 32/ - 0.3/4 , 0.2/4 =0.528 L/
/000 /500
Co =0" °fN LENCaTH (/YO CONT. l344C /NG�
1 / d _ 50 /i. 625 _ 30 7 .
c = 0. 3E = °3(i 54)0o)6_ 49O psi
(t /d) 2 (30.7) 2
_ P = 6/? (/845) 260 psi
4 5.39
M _ (2(/0)(5./67) 72J/2 _ 225 psi
3,56
260 4. 225 z 0.55 1 - 0.225 = 0.775 LI . O/,
4:1O /500
tot ATE /NVEST /GIST /ON
: ' /845*
( d
N
/845
N ¢
55
ILA, 4QE4 PEQ'D. = /885 _ /3,851"
0.8070)
24
, H 2 USED /N EACH MEM. , OK
MEM / -d
No. OF PLUGS REQ'D. _ %� - 041 , 4 USED, OK
/70
MAX. SPAN
M/N /MUM GRAO OF LUMBER
33' -O"
N. / SOUTHERN P /NE
3 /'- 4"
/500 y /ND. GRADE DOUGLAS f/R
28= 4"
/SOO 7 " /ND GRADE WESTERN HEMLOCK
' 4"
GENERAL NOTES
LUMBER: MINIMUM LUMBER GRADES ARE AS SHOWN ON THE ELEVATION.
CONIVtC)ILIN PLATES: ARE "RONEL BARBGRIP 1000 SERIES" 20 GAGE
GALVANIZED STEEL AS MANUFACTURED BY 'RONEL CORPORATION"
PLATES TO BE INSTALLED ON BOTH FACES OF TRUSS JOINTS.
CONNECTIONS: SAFE WORKING LOAD 170 PER PLUG.
DESIGN: ALLOWABLE WORKING STRESSES HAVE BEEN INCREASED 33. FON
SHORT TIME LOADING CONDITIONS. (LUMBER ONLY)
NAILS: ARE 1n" x 11 GAGE "SCOTCH" NAIL OR EQUAL.
RONEL
barbyrip
SYSTEM
STRENGTH
ECONOMY
QUALITY
2 To /2 TRUSS SER /LAS
SPAN I PITCH
33' - -O"
4'
APPROVED
FOR
ROME CORP.
2Z:/2
SPL /CE L /NZ' 5
3'• 8' OVERLAY, R.
W /TN 24 NA /L5 PER .Sa .
AL TERNA Tt BOTTOM CHORD
SPL /CE AT (AO /N T %J "
SCALE: / "- /' -O"
2" MAX. SPAN
" MAX. SPAN 3/ -O'
MAX. SPAN 2 9 ' -
RONEL CORPORATION
6401 N.W. 74th AVENUE
MIAMI, FLORIDA
TYPE
FA
Al44SP.4N 33= O"
Rai AZ4X. SPAN 2 8
NO.
DESIGNED
MFU.
000
CHECKED
M. ),//.
SCALE DATE
,5//47WN 4 - -
11623
CAMBER BOTTOA/
CNORD /2"4 ffc
4
0
22
6' -2"
/2
b N
h
8/0
SYMN1ETR /CAL ABOUT cg. EXCEPT FOR
r BOTTOM CHORD SPL /CE (ONE PEPNI /TIED)
5 =0" 5 - 0"
SPL /CE L /NE--/
' =4" /w/At
4-0- MAX.
"tl _5 0
oo P � G
3
32=4"
5 .-0"
Q
LOAD /NG D /AGRAM
SCALE: /4" /"-0"
/2
5=0' 6' - 2"
fi
22
9 I
' 0)
r. -67"
4
fi
1,
P O M/A/.
/'- /0"*A1.4X
✓O /NT.4"
o
/O-
_
SPL /C, L/NL
(OPT /OVAL)
32' - 4" CLEAR SPAA/
33'- 0" OUT TO OUT OF BEAR /N6 Rs .
/4 41F EL E vA T /ON OF TR(/55
SCALE: /2" =/' - 0"
LOADS:
D,L. e L.L. TOP CHORD - 45 PSF
DL. BOTTOM Ch'ORO - /0 PSE
TOTAL LOAD - 55 PSF
TRUSSES SPACED 2= O.C. /J/AX.
2x 4
BOTTOM CHORD d ,10Z5 MEMBERS: /500 I" /ND. GRADE
DOUGLAS F/R OR WESTERN HEMLOCK OR At. /
SOUTHERN P /NE
//(- 2"
FORCL D /AIGRA/P/
SCALE: / "=/000"
6 6
2 x 4 SLAR /NG ,2. (BY OTHERS
C
d
1
e
C. OWG.
SHEET , OF_.-
NOTE"
ALL PLATE 1x3 UNLESS OT}JEQWISE SNOW.I.
ALL LUMBER 214 UNLESS OTIJEQWISE SHOWN.
FULL BEAQII.IG TNPOUGNWT BOTTOM OJOQD.
WEBS 2LO "± O.C•
RONEL CORPORATION
6401 N. W. 74th AVENUE
MIAMI, FLORIDA
RONEL
borbgrip
SYSTEM
STRENGTH
ECONOMY
QUALITY
SPECIAL ENDS
SPAN PITCH TYPE I NO.
VARIABLE
APPROVED
FOR
RONEL CORP
VARIABLE
DESIGNED
J.8-
SCME
CHECKED
q4
DATE
9.15 -02
Dt_ NO
10098
2,4 OQ 2xG
2-0" OC. MAX
2x49 2' O.O.0 --y
SECTI
2' -o"
4
NUPQ. CLI
BOTH SIDES
_TYPICAL TQUSS
— - — NOTCH C2. FOR AND-1045 -
- 4- AN•IORS SPACED EVENLY
2x3
24
DQOP END GABLE
DQOP END GABLE BUILT UP
SPECIAL END TRUSS
SPLICE DETAIL FOQ TOR
OQ BOTTOM CNOQD
SHEET OF_
MAX TRUSS SPAN
SPECIES I' GRADES
/8'• 8"
NO./ SOUTHERN F-' /NE
/7' - O"
No.2
I8'- 8"
too i IND. GRADE DO( LAS FIR
t7'- 0"
12o0 'f'" • .
/8 4"
1500 {' "IND GRADE WESTERN HEMLOCK
/ (o'- 8'
1200 "/"" " • " -
MAX. TPU55 SPAN I
SPEC /E5 ;' GRADE 5
20 - 0 "
No f SOUTHERN PINE
/ 8' - O'
I No 2 • .
2O' 0''
I /500 r IND GRADE DOUGLAS F/R
/8' -4"
1 0200 f " " "
I /500 Y' - /NO GRADE WESTERN HEMLOCK
/9' - 8
/8'- 0"
I /200'i •
4
6~
4 NAIL., PER Jf / \—SF'1.,c5 LINE
OPTIONAL 43OT70 f CHORD 5 /CE
FOR :8' 20'-o" TR"JSSEs
sC4LE 1 =1LO
TRUSS SYMYETP /CAL AB `T ¢ r
EXCEPT POR OPTIONAL EsoTT.
CHORD 3'L /CE(O'YEPEPMf7TED)
1 2
2NA /LS PEP Ie
CAMAE.? .3 ^ TTCM
CHORD 3/6"
TRUSS SYMMETRICAL 4.5'rct
EXCEPT FOR OP7/ONAL BOT7
CHORD SPLICE(ONE PERM,TT EDi
TRUSS SYNWETP /:AL A87 -
2NA /iS/ =l:'Y JC
CAI•S°2`7 BOT
cfrieVD 1 /4' S' • l
3,NAILS PER IP
3NA:f_5 PL/.',1?
I 6 MIN.
e
3 NAILS PER 2
/2
/2
BOTTOM CHOPO f WEB MEMBER
4200 IND GRADE DOUGLAS P/R
CP WESTERN HEMLOCK" OR No. 2
SOUTHERN PI `!E
OPTIONAL SPLICE LINE
SEE DETAIL ABOVE
SCALE ■ "= / O"
80770N CHORD y` Wfls ME/ ER
/200 f • IND GRADE O0U3LAS FIR OR WE�TE,<'.v
2z
22
HALF ELEVAr'/ON OF /6=0' TPU55
SCALE /t-' t' o
22
2 „
9 =4"
/8= O' MAY CLE41; SPAN
t 8'- 8" OUT TO , OUT O/ BEARING
HALF EL "ON CIF /8'-8 TRUS5
8' -0"
/5 =4 "MAX CLEA( SPAN
16=0" OUT 7t' OUT OF OEN RING* 12'
3NA/L.S PER IL'
MAX. TRU55 SPAN
/Co' -O"
/4'. 4
/4'- 8
/5 8"
/4'- 4"
2*4 BEARING
BY OTHE/15
TOE NAIL
—7'0E NAIL
SPEC/E,$ GRADES
NO / SOUTHERN PINE
vo. •2 _..
1500 f •" /NU. GRADE DOUGLAS 17P
r
2007 • "
BOTTOM CHORD ' WEB MEMBER
\1200;I GR4OE DOUGLAS F/R OR WESTERN
HEMLOCK OK No. 2 aOU7,MERN PINE
WEDu£-
/'SOO ' IND GRADE WESTERN HEMLOCK
/20:7 - •
cr .5V
4 NAILS PER /8
2"
1
2 NAILS P RI1=
CAMBER BOTTOM. '7 I
C.NORD 3 /E
HEMLiiCh (j ;; ;'o. 2 SOUTNL:•::
G' rem'.
2' - G" M.AK.
OPT /ONAL SPLICE LINE
_SEE DETAIL ABOVE
/0'- 0,
19' 4" M4X. CLEAR wa'i
2O= 0" OL/r 7O OU' of ■3EA/1WNG /P''
HALF EL.:VAT(00N C!' 20' O "TR6'55
SCAL J I
/ 2,, 4 WEDGE -
2. 4
3 NAILS PER A' _
• ••.
2.4 er4i fNc.
eY O7NERS.
4 NA /L5
4 "
R!V/56D' 7 Cr 52
RONEL
borbgrip
SYSTEM
RONEL CORPORATION s
1255 BURLINGTON STREET
OP4lOCKA. PIORIDA
/8' - 8" 20 =0" 772u 53 S
SPAN I PITCH
e" 22 :l 2
/8'
20= o•
TYPE
KING P057
NO.
APPROVED
FOR '
RONEI. C ORD
, R& cNr„).or . !s Y . STATE OP FLA
STRENGTH
ECONOMY
QUALM
DESIGNED
p R.P
SCALE
2727
2,4 BEAR /NG
BY Q.
4NA /L. PE/a IP
'
to
134-
f 4324
L /2'
0
LOADING DiAGQ4M
LOAOS
TOP cMORD D.L. § L.L.
BOTTOM CNORO O.L.
GENEQAL NOTE5
/2
/34 • n
+1324
L /2'
NOTE : L • CLEAR 5P1N /N FEET
FORCES /N MEMBERS Apr OLrTERNFINEO ANALYTICALLY
45 P5F
/0 PSF
TOTAL TRUS5 co4O 55 PSF
TRUSSES SPACED 2.O' QC; MAX /MUM.
LUMBER : M/N/MUM LUMBER GRADES APE AS
SHOWN ON THE ELEVATIONS.
CONNECTION PLATES : ARE - RONEL BARI3GR /P
/O0O5ERIES 20 GAGE GALVANIZED
STEEL (UNL E 5S OTHERWISE SY/OWN) 45
MANUF4CTUREO i v RONEL cooPoRAT /0/v"
PLATES 7o BE INSTAL LED ONBOTH F4CE5 OF TRUSS.
CONNECTIONS : SAFE WORKING LOAD EQUAL /40'
PEP PLUG.
OES /GN ALLOWABLE 5T7 HOVE MEN Hs/ -
CRE45ED 33% FOR SHORT 77ME LO40ING
CO /0N5.
NAILS : 70 BE 1/ /1 GAGE :SCOTCH NAIL OR
EOU4L
SHEET OF
I
. I m
t. '
276"
42= 2e
irI 41 , -431 '
.; 0 1 -5'
'
28-3
43-0
; [ 48"
- i3.
2 at-fo"
r ,G - 4
4 r■
.. :-et*
Z5: o "
16`0 14=5
15
- izt: to
3 1 -' .0"
,'' it.
_ )5
: 15- 0"
15
_ '- 32=6"
49=6"
/Z- g"
f 6P- it'
33
34-3" 52
t4ire
1= I i 4f-
zsT.3",
- 13*- 8"
- ,17-'45"
-
i34"
(7 r"
373* 56= 6::
411•■•■•••■•l 0/1•M OM. mime alle•10.C
NEr rog ci-(0 PO =
70.0 CI-10 Rz.2 04.
.07 CI-101W DL.
707214 LOZO
G/.0- LOZDING":
3t ii
0 OUT OA" i3E4S,P/NO A2f
F" 01-2 C E 014 46; omit approved •untect to attituer's
plittilloitle, electrical anti zoning 'cedes el Z
CZ L E: r--
redi y +lse. The Arclect nits! builder are r!...rrisord
knowledge of all building regulations -whether or ft:
twoeifically indicated herein. All reinforced steel, strIselit.?
treiniaz pltunbing, electrical wiring sod reef flaalsine.no
, oct be concealed lieto
f ?, inspection.
0¢4.
' 7-
L r TRusS ES
ZL$ Si-700/1v ON ELE Vi:S7 I 0
SPAN
\ 1
q.)1 41
GENERAL NOTES:
LUMBER: MINIMUM LUMBER GRADES ARE AS SliaNN.
CONNECTION PLATES: ARE "RONEL 3AR3GRIP 1000
SERIES" 20 GAGE C- STEEL AS MANUFACTURED
BY "RONEL COF‘TORATION." PLATES TO BE INSTALLE
ON BOTH FACES OF TRUSS JO.NTS.
4ir
CONNFCTIONS: SAFE WORKiN3 LOAD I7C'oPER PLUG
DES;GN: ALLOWABLE WORK:NG STRESSES HAVE BEEN
CREASED 53% FOR SH3RT TiME LOAD,NG CONDITIONS4aWBER ONLY,
-NAILS: ARE 1 1/2" x 11 GAGE "SCOTCH" NAtt. OR EQUAL!
1255 BURLINGTON STREET
OPA-LOCKA, FLORIDA
REG. ENG. NO. /0683 STATE OF
oteccet,
L • E .77
DATE
GS
It MINES -rk A - AliNtktS .: s ti r ..
';"M l t , VGA.. ;LJ• v. H 4, V ^' . yr t°T "'`F' . TP
�:. - .r .�:.....'
sou : t!DGE srptt
p C FASTEN: xK1cER w
01URR':. COPS
N 7l b .
eectt:E�if" uncf �+�x coti�` sd
V � l •fl a A"eellit+eet a nd S+� k •1' $re .
red 4 tones • w�+
wfcclZe of alt t i ferced.at.�L.•'"'4
w�i s to JL l
' ;
c 7 n d tcu. , ¢ � - ftais aft
.rtrtnX
" � r a' �y^P1uttif`btM�' � �.r�� ^s�„�,�..,.�� ;, , �•k
3; a
oftAwA WY'
r ti
'.'vKY!"`.
^!R.,.Y'ei6 - - '"."'.`"`w�.. r� - kw+.n«w - = ^r.,,�, ter^- " .r.Mr1.J�v.a
%
,11_ ),' _. .
•
cs 6 -53-42
Order / •
P.B.
a.a-y 4 e‘4.
s ft,
1111111111
se •
dzi e
"
, 9 id e At
„, 'fq ,• • •
Tx*
ZONING, ZONED STREET LS, SET-
BACKS, LNDEIRGROUND TO BE.
VERIFIED AND / OF't CSTAINED
OWNER, ARC:ITECT OR BUILDER Sr
FORE DES:GN .0&,.COAISTRLier
4 • .1 4 ,
• , '
, tv
SKETCH OP SUB:VEY
I HEREBY CERTIFY: That thia SKETCH
OF SURVEY of the above-described
,.• • • .. •
Eugene Danes
Reg. Land Surveyor #102$
State of Florida
,•••••••,•,•• --r,r,
Lots i57nd/- .A Block 101,
*AMENDED PLAT OF AIAMI
No, 4*, according to the Plat there-
of, recorded in Plat Book IS, 44t
Page 14, of the Pub1 10 Rec.orda of
Dade County , Florida .
property la true and correct, to
the best of Ay knowledge a.nd, beleifi
as recently surveyed and platted
under sly direction.
1
. k.
I.
. 1 „
— 3.
'''''''' * .'-^..A.,,,,-,......,...........1..,..4 . .... ., ..."" •
, 62g 1 E,
.9.5.:" #' 4/e4 V" •00 •
ALL OVER FLORIDA
,/.0//4/1...!040.43„Y
A/.E. ,
/7,:Qe77/' 5%7o/1 ,,f7.o.
IDENZ'S & ASSOC.
Land Surveyors & Englaeers
2115 Coral ;tray
Ittaa1 Fla. a 311.4.5
Phone: 448-8007
•
•
t
• • •
• . . • • • •
.,6.3 •
mom
ZONING, ZONED STREET LINES, SET=
BACKS, UNDERGROUND O BE
VERIFIED AND/OR OBTAINED i3Y
OWNER, ARc 1I EC G BU LDER BE-
FORE 0 CO.NS RUCTL
ALL or4 ?L IDA
EUGENE DEN ES & Asscq.
Land Surveyors & Engineers
2115 Coral ;;ay
Mlaa1„ Fla., 3145
P4 ne : 448 -8007
Lots /3 an d /4:, Blook 101,:
"AMENDED PLAT OF MIAMI SHORES SECTION
No. 4 according to the Flat 'there- , >$
of, recorded in Plat Book 15, xt �'`
Page 14, of the Public Records of
Dade County, Florida.
I; HEREBY CERTIFY: That this SXETCH
OF SURVEY of tha above - described
property 1a true and correct, to
the best of my. .knowledge an& beleif,
as recently surveyed and 'platted
4.1nder my direction.
.,..:- s ^ y "�.......�,� ,�..:.�.,. ;• „ ti • '. . • •"1ti �� <. � •,. � . ..�
'� Eugene Dens
Beg. Land Surveyor 11025
State of Florida
icYPE
sc4ze' / .s 2Q' ;
/o? /3//9, 8i o ' /0/
/9rnt /JOEp PC4'f of /i /PIni/ :57'/r
/Yo 4 1)147 . 64 /.r gel . A.9or c'avwYy
f=z , P.o/) .
W
$ 7,
Dire S 7A�' ' C is S AC'es
, -
440;ti-.
,
"LAS:IIE:1:2
-
11
A VriwiltC143444-"A4 ?476.- 11471.4 *
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