HomeMy WebLinkAbout97-7061
BUILDING PE,RMIT 7061
Permit
yj
CITY OF ZEPHYRHILLS
(813) 788~6611
;;).S.trD
~ -S:a" . ()?J
~~
P,"perty Owne' ~)I C ~_~/~
Job Address: !73->> ))a~~-
Parcell.D, #
Date
}O ~I Lf~/')
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
Zoning: Energy ~
DescriPtion of work~./l./l1 ~ / ~ (j
Radon Gas:
,
~ -< 't...A-.
NO OCCUPANCY BEFORE C.O.
FINAL /
DATE
Complete Plans, Specifications and Fee Must Accompany Application, C.O.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Inspector I
p~'m;tF~~
Signature ,
Com pan
Address
Telephone#
Valuation or I h .;:- t'~. _.-.'-...,.
Contract Price 0 J / '-' ~ C/ U
City License Registration # ~/ b 7
State Certified License#
!W/r!1~ ~?~
BUILDING
~i!h /~;l
.
ELECTRICAL PLUMBING
MECHANICAL
Ftr. 10 -I $- 9'7 /2J..~
Pre SLB
Lintel
FRM.
Insul. CL
WL
Breakers
Ducts Insl.
Compressor
Final
Tp, Serv,
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($ ~I shall be made for each trip for each trade:
02.$"';P7J
a. Wrong Address
b. Condemned work resulting from faulty construction.
c, Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
g, Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
~
_~8/21J1997 09:54
4079512466
4079512466
ART-KRAFT SIGN CO. I
PAGE '03
AUgUst 21, 1997
City of zephyrhilJ,8 , .
~tten: Robbin, Slctg.$'rision
5335 8th St.reet
Zephyrhil18, FL . .3354);.
RE: Sunbel t Hea:t,~ Carit'
7350 Dairy ..,~
Z8phyrhill." PL33!541
Dear Robbin,
Please i!l~thUi .lett.er as au~i~tion tor Art-
Kraft Sign CdmpM'l.J i Il1i!J~ to *ign any and aU necessary
papers on our ~tt i,n., order to obtain permits for the
above ref'ereneed.locatft)'n.
Any questi_ oruW.t\l~nt. regarding t.h8 permit appUca-
tion should be dt.~e4to Don ReillY at (407) 727-7324.
RespectfUlly,
~~~ :i)......,k(~-J-
Property owner
E C JlJDGE
NorARYP'UBl.K: STATE OF FLORIDA
COMMISSION NO. cc:ss.i187
MY COMMJSSION EXP, MAY 192000
JIJ
Electric Sign Fabrica~ion. Installation. Maintenance
Sept. 19, 1997
City of Zephyrhills Building Dept.
If Donald H. Reilly give Joe Kaisen
my authorization to secure and obtain a sign permit
electrical permit for Sunbelt Health Care Center
7350 Dairy Road
Zephyrhills, Fla.
and / or
~~
---------
Donald Reilly - Vice President
Sworn to and subscibed before me this 19th day of Sept.
199 7.
/~~
...., '11.
...' :1"_"1: ~(10 KalIS HlIIl
* If&,."''JJ * My CommlSSIOl1 CC618104
'^~.. Expires FebnJary 192001
#,.", 'If ,,"I_tl.'"
Notary Public - State of Florida
Katie Hart
Print Notary Public Signature
CC _ 616704
Commission Number
Personally Known...OR Produced Identification...Type of
Identification Produced Driver's~License
6934 Sonny Dale Drive. W. Melbourne, Florida 32904 . (407) 727-7324 . 723-7171 . FAX 951-2466
.1
7 ft 3 in
8 ft 0 in
5 ft 0 in
r-
, I
I I
I t
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I
If I
II "
II 'I
II 'I
II I,
II II
II II
II I,
IL _'I
I I
I I
I I
I I
, I
I I
I I
I .
I .
, I
I I
I I
I ,
, I
I
I
I
I
I
J
I
,
I
J
I
,
,
- ..
13 ft 6 in
THIS S GN CONFORMS TO THE .
EMENTS OF THE STANDARD
BUllDI G CODE, 1994 REV.,
SECTI NS 1606 AND 3108,
DESIGN WIND VELOCITY = 110 MPH
r-
I I
I I
I I
I I
I I
I I
I I
grade
12ft 0 in r
2' diameter x 5' deep 2500 psi
concrete embedment
NOTE: use of properly mixed "Sacrete"
or equivalent is acceptable
NOTE: any shape providing at least
2' of width is acceptable
(j~
'B (J 3 (<(..,
doubie sided lighted sig
6" SC H40 steel pipe
/l" -.
II II
II I,
II 'I
II I,
II I,
II I,
II 'I
IL _I,
,
I
I
,
I
I
,
I
I
I
I
I
I
I I
I
I I
I I
I I
I I
I ,
, I
I ,
I I
I I
I ,
I t
I ,
L _ ..
8" SCH40 steel pipe
modulus = 16.8 in^3
min req = 7.5 in^3
"Sunbelt Health Care Center'
sign by Art Kraft Sign Co. Inc.
John J. Orlando, PE 0044089
State of Florida
sea Ie 3/8" = l' A" sheet 1 of 2
job 05097
Calculatiofls for ART KRAFT SIGN CO.
"SUllbeit Health Care Center" 15' 3" OAH sign foundation and pole size calculation
To be installed at 7350 Dairy Road, Zephyrills, FL
Definition of terms:
M=larger sign dimension (ft), N=smaller sign dimension (ft)
Cf=Force Coefficient, Vp=Velocity Pressure (#/sf)
Vf=Velocity pressure corrected by force coefficient (#/sf)
F=Wind Load (#), I-:l=Height where an equiv. point force is applied (ft)
Mw=Turning moment at base (1t#), P=Load per post (#)
b=Width of concrete embedment (ft), S1 =allowable soil stress (psf)
D=Depth of concrete embedment (ft)
1 _ Determine wind load and turning moment
_ 94 Rev. to Southern Standard Building Code
Design wind velocity (V) = 110 mph
M/N= 1.1 Cf= 1.2
At base:
Height Hor Dim Vert Dim Ft^2 Vp(#/sf) C1 Vf(#/sf) F(#)
(ft) (ft)
0-15 0.0 25 1,2 30 0
0-15 0.0 25 . 1,2 30 0
0-15 4 8 32.0 25 1.2 30 960
15-20 13.5 7 94.5 26.5 1.2 31,8 3005
20-25 0.0 29.5 1,2 35.4 0
25-30 0.0 31 1.2 37.2 0
30-35 0.0 31 1.2 37.2 0
Total 126.5 3965
2. Determine depth of embedment, D in feet
_ design is based on poor soil with an allowable soil stress (S 1)
of 2000 pst, Le, loose fine and coarse sand
_ number of posts~ 2 Load per post (P)=
- from p. 5-81, Structural Engineering Handbook:
D=((1.18"'P}/(b*S1 }}*(1 +(SQRT(1 +(1.88*b*S1*H/P}}})
assume b (ft)= 2
D (ft) = 4,2
H(ft) Mw(ft#}
o
o
4 3840
12 36061
o
o
o
10.1 39901
1983
3, Determine required section modulus in inches cubed d J
_ from p. 5-82, Structural Engineering Handbook ~f) /\ A IJ ~. ~....
max stress::: (P*(H+O.34D)*12)/section modulus ~ C;./ I~
max stress < allowable stress
allowable stress < 0.66(yield strength) B ('1./77
- from the Southern Building Code, p.526, for outdoor signs
allowable stress < (O.66)(1.33)(yield strength)
for ASTM A37 steel, yield strength = 36000psi
required section> (P*H*12)/31600
Minimum section modulus::: 7.5 in^3
Use 8" diameter SCH40 steel pipe, sect. modulus = 16.8 in^3
References: Structural Engineering Handbook, Gaylord&Gaylord editors,
Eigth edition, McGraw Hill, NY 1997
Ryerson Stock List and Data Book, 1992-93 edition
Southern Standard Building Code, 1994 Rev.
Mechanics of Materials, Beer and JOhnston. McGraw Hill, NY 1981
John J. Orlando, P.E. No. 0044089
State ot Florida
sheet 2 of 2
~l, ,~I/
/~ .~ "" \~ ~: \')'
~ :;~I"" \ I' I
ir';"E '~
k ,.~ "~
I :t.,'7I'~ N on I' \~:
:'U:.;;:.i'i p dl
( A,!f1~:~~ I. ~ 1 ' I
'f.::::::', :,.:I:::' '" t\ 1'\
:t:{~::: :::::~:' I I \
"~::?::::::', ~ I I'
Et~iN _ \}
i.jifi'\6}I - \1\
;m;~ili ]\\'1"\
':J:#kr I
:\:i::::::i::::: '
K.'\.':.'.'::.:': I ~\: '
i:~I!I~~ , 1 I
'.::,:::,.',\,: ,:: I \ II
:/~:~:,:f;',:'):':: , ::
::::::i:( ...... t \~ \
:::::i:::~:.:;.'ff l\ " I '
..:.'.'.'.:,...:tIl I \
: 'r::.':: , ':1', 1\ \
::(;::::::. .:::~::: I \ 1\'
"-,. ::::~:::::..~.~ \ I \ I \\
. dtt5{) ~\ \\ \ I \'
:;::::N:.;::::::::::;,:::: I
..'. :..,:. I '"
, ~ N !O f i~Q:i, ~,rl~':\ ~~I\~\~~t: .
" ~\ ~ ~ fb I::;:}':'::' ';'.. ",( \ ,- / '.J.,
: ~ v C) I ll;11 "~'-~\;;'k \"'" I \ ~;.
I (>') ~ ~ t ~"rtr "''''l!::i;''x'YWli] "'''i''I';; !~j
II:~ TRACT 74 1 t "S J I ~i;~!:j;~!:;'T"~j'!~!;jt~~~~~~~J:I~}i
: ~ /~. I' ~E;l) l\~I~ \\ \~81:1~'?"~:11'< fir
: ~ ~ .l.',..,;:}{;ii 1 . '.~. \;,~a.::,~;.;I~:r..
I I ':1' J':::::X I ... ;:;" ~\ I, ~ r
',:.:,: ....... , - C)
, :, ~,':1:::::::- .'~::. \ td pa"8~ ~ " I ~ ,
i "I ~i~~:~' I~, N' I ~ 1
, ~ "'i!i'~'i}l:ffiji:;tf' 1- - ,I -
I ,~0~
I I :~::::..'~: :::~: \ :
I : ;it;:'!')> f r < !*~ 'I
, I '::. '.::. :::::~::' n. ' 1\ K'o(;<~'J(
: · fltibi. ~ I r xr~?~1 :
I I ,::~~i:':{;:::":: ~ vS{'\'y ~:\
.\:;::}, -...: 0 lE -- f,
, ;::;;::.:::.co.' (J) I 0 ,,~ ~ -" . .~,
I I" ";i 'l I >< t~ BlJiLi..f';
:::; . ---l .! lE~" (I:~, _....
: I J. ~~DJ \, j' ~ J < ~~~3.)
r :::;~::"'\O \! ."x"-
~ ------- ----------- - --r--; ~j~- ~--t 6'rt~ 5' It::.:'~ d~'"
I 538.06' - - · 41., [ffi!iw . ~ - .'-l,: ., "~ii"~'''''' fit 'fj . S' Ji
: >- I :'oI~!?:!~Co :: ~$1:J[WM#~Wiij~;ii!t~ ~fft~~
I r-: j iIIlj'~ ~~ ~ :. 'tlt:\JmJWJf~~Jii~jfF ~:cl(!):l !m :~
" Z I ~ ','jPr,: ....:. ~,: :;:-:,:,~~~:i tfE\!: j~~:
'" ::t::: 0 r:f'::' I' ~ "':':':':~}:~~?f::; ',!:.IEI\ "t~1 :~ ~
, ~, ."::."::'0 t::;: '~ . .~'= ?lE,:;,:.t t~ ';0
I ---l I :':~':::;~ Jf: 1> .j; \t:.:0'li,,:!t{ .' "-
I 0 :',:f.'}::: Z if I :':l~/:::ii::: :~ t{:1 ' t
I : ':;~r:;~)::..,..~.~: \ 1~'t;HV~:'.:;,:', ..',':~ -'~urnps er
" U, ':(::~.'::~ f, \ \ B}~} ~.::. '..:;::':1:4 9. I
I t :l,.'W1W;:~ .~, ~'~T~5W~11 :'p t:.>)"
'I I .::l.:.l;r;p ~~ ~ :. '.. ';. ~~::::~(', ..: ~; .)
O ':~?:'f::::::z':r:: '7, _ ,,\ ;:'::'~~ K:'/."?:t :,~~ t ,)..
I " ::M::~l\::1'1\I j~::~/~'" ,5:'EY: ~ ' /2 {i~S~:::~:~~r
: U iM~:i~t~:lj~; :~~f!b:;~;E] j '...~i,:~ltJ: '\
II~ (f),' :':()ir~l;- "il1f'~' .., I I
'-J <( ~::.':-r'.~:,: "\)> 156'1-0'
I ~~ " , ..: _'._ u .~-----,_ __
:~ ~ i \' I '\
: g rJ' RAe rr 8 7 ,::::~:::::;;~:~:;;;;~.;:;: ,; I ~ "" l I
I I 'I \ Q) I '- I
r ,:ir--,' "'~''''':,( . \~ : 'j,-"
I ~
I a::: I
" ~ I ':{:':~,,:::;::!' I ~ 'I -
~ '. .:',:. ~: .;..~'t in ~o. ',I I"
I Q) , ::-:1: ,t;",,:tEH K' 0 ....'t~l
I i.o . ,:' '.' :\:: ' OJ L. I ..........
: ~ '/f;J,::..::j: .. I .- +'r'" ~L' "-
I .~':':::.::'''::'.:' I........ I~
! "rftf\, \~ ~
i I ::;\1 I ~::
I . ... ij~ I~ t-J
r-jw---- 537~86~_______ ------+-4J~_{f _J_ J5'___-{~ r
: SE r P.K. NAlL 8. DISC l/l-fi.k;; i _'I 1
I 'LB 107' ~. SEl ;;f~~ ; IRON ~OD :-1 .--
" \ ITH !.tIICl t 'LB 107< :
G::::m:i.#. iIT ~ '-------_ I
I " :;:::t::;:\.::::;{ ~.::. --~- 1_____1
I ::::i::::::::::::::.:::::!, i:~ ,--
I ~.,(:::. ........ I:
! i - ,+ -~ ~~---+-~-
i T R ACT 9 0 I II -------'------'----,--1- ,) -.-
I!) II ': 1 I
iL: @ct,p)rIOht 19<;'6 ________-_---__ ___ -'____ ___L. I
\
I
j
\
~I
I
~
I
I
I
r-
..........
..-
..........
'D
en
...,
(/)
o
....J
(!)
;>
is
lJ:::
..-
I
..-
<1:
./
z
:::)
(/)
~
U
V
r"')
PARKING PROVIDED
92 SPACES
6 HANDICAPPED
98 fa fAL
rI'RAcrr 70
rrRAcrl'
71
,
""
\ \
\ \
\ \
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
"
..............,
\
\
\
\
...""'....
"
~~---------
"
--...~
--
" '''-
.........., ....................~ '-
<-'0 "-. ---." ' ",- "-. '- "-. '-
'...... ........." ',- ' "I
.............. '~ , ", " , ...... I
'--.....-. ' '- , "" ~ \ -"
~~~~-;jy~~~ '~ .J: '" "\. \, '\
ID CAR 'L B "10~;'''''' 1\ '\\ \ ',,~ \\
"' ......'\.. I \ \ \ \
....... I \ \ -; ~, \\
\ \
\ \
! \, ~-6' \ \
;.., 0\ \ \\ \
,- \ --- I \---\\ --\\- ---'\-----
\' \1 \ \ \ \
\ l \ \\ \
~' \ :\ \ "- '\
~ ~ \ \: \ <~ "" "" "'"
-'" ~ \~l\ <:0 ~ , '''-'''
~ ~l~~ "\ ~ "'" '
\\~ ,'~~~ l\, y~_ ~ ~
~~~~\V G "'~ '\ ~ \ ' "\
s~i-~ :.. ~ \ \ \
I \ ~ -~ \ \
.. ~ \ \
\~-,' \
\ v.,\ \\
\ \"~ \ \
\ \, '\ -;~\ \\\ \
~\\\\\\
~ \ \. ~ \ \\
~ \l< \'
\ ,\ \~v
'\ \ '.. b..\~o't. '\
~, ~\\.\ \ TRACT 76
\ \ '
\'. \ \ \~
\\ \\I~\ '\ ".0 \\ \
, } ~ ' \\ '
\. l'~~ \) ~.'.\\ \ \
\ IW \ \ ,,\\; \
\ ::> \ \ I \1\ i ., . \ .
i~ -~-r-I--I\.- i -t-------~------------
I~
I~
~g
\VJ -:s \ \ \
I · \ r-~' \ ~ \
-Q \ \ 0{
~\ \ , 0\
\....-I \ '\ w
I \ \ \ ~nC I\',~ r;
\ '\ \ ~ GPj\\)t. \'
t.'1,lSill' ~
\ \. \ ~
I \ \
\ \ \ \ 85 \
\ \
kb:- ~ll' \
--...:t=g,-=- EBa \
,----1- 1--"'::1-_ 13g__
r-(/ j-;-r!9 \ ,
I I , I '
I~tt-I ~
c-,: I II
(0 I <.: I
I I " I
I , ~ I
I / I
I I I i
I I
P^VI~JG '1/\ rei I
\
\,
\
\
,
,
'-
"
"
,
"
.......
"
\
'\
\-;.J
\
\
\
\
"-
"-
- - ---
--,
~
~~
(:)
\.
,
......"
~
<6-
"~
.............,
'-------
-"---...
\
\
\
"
....,....
....
...,
\
\,
\
'",
\,
'\
,
'-,
EDGE OF
PAVEMEN r
"
--...
................
"
'--
'.... '--,
'....... '"
.........
--
....-
'-
'-
--~~ --
--
'"
"....
-.-.--..
-...
...._---,
......
SE r P.K,
-,
0' 40' 80'
~ ~ ~~1\1
~ ~.1 J
SCALE: 1" = -10'
LEGAL DESCRIPTION
PORTIONS OF mACTS 75, 76, 85 AND 86 ZE.PH'rRHILLS COLONY COM PAW LANDS lt~ SECTlor~
35, lOWNSHIP 25 SOU1H, RANGE 21 EAST, AS I~ECO!\D[D IN PLAT BOOK 2, PtlCE 6, PUB'..IC
REcor~DS OF PASCO COUNTY, FLor~IDA BEING FurUHER DESCRIBED AS FOLLOWS:'
COMMENCING M THE NW CORNER OF SAID lRACT 75, RUN S,OO'09'18"W" 155.82 FE~T
ALONG lHE WEST LINE OF SAID TRACT 75; THENCE RUN S 89'55'39"[, 1.31.80 FEEf FOr)
A POINT OF BEGINNING; THENCE RUN N. 70'00'00' E" 453.25 FEET; 1HENCE RU!>,I
S,89'54-'02"E., 34-,09 FEET; THENCE RUN S.33'02'43"E., 34-2,87 FE.ET; THtNCE R 1..1 ,\
S,13'38'53" E" 385.36 FEU TO THE SOUTH LINE OF TRACT 85; THENCE r~UN
N.89'55'39"W., 739.27 FEET ALONG THE SOUTH ut~E OF TPACTS 85 AND 86; THU\CE RUN
N.OO'09'18"E" 506.00 FEET TO THE POINf OF BEGINNING, (CONTAINS 8.847 ACRES,
MORE or~ LESS),
AND BEING TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS, UTILITIES AND DRAINAGE
OvER AND ACROSS 11lE FOLLO\\ING: COMMENCING AT THE NW CORNE.R OF S^ID TPACT 75, Rur~
S.OO'09'18"W., ALONG THE WEST LINE OF SAID TRACT 75, 113.32 FEET FOR A POINT OF
BEGINNING OF EASt:MENT; lHENCE RUN S.89'55'39" E., 129.57 FEET; THENCE fWN
N,70'OO'OO"E., 416.88 FEET; THENCE RUN S 89'54'02"E., 36.37 FEET; THENCI: RUN
S.70'OO'OO"W" 453.25 FEET; THENCE RUN $,00'09' 18"W., 36,28 FEET; THENCE RUN
N.20'OO'00"W.. 18.32 FEET TO A POINT OF CUfNATURE TO THE LEFT. SAID CUINE
HAVING A RADIUS OF 10.00 FEET; lHENCE RUN 1220 FEET "lONG THE M~C OF SAIO CUfNE
(COfW N,54'51'50"W., 11.48 FEET) TO THE POINT OF TANGENCY; THENCE RUN ALONG
SAID TANGENT UNE N 89'S5'39"W" 214,83 FEET TO A POINT ON THE MAltHANED RIGHT-
OF-WAY LINE OF D^lf~Y ROAD: THENCE f~UN N,QO'09'18"E, 25.00 FEET ALONG SAID
RIGHT-OF-WAY LINE; THENCE S,89'55'.39"E., 98.75 FEET TO THE POINT OF BEGINNING
OF EASEMENT.
~fX?~~'~~:W
"Yx<~ x<'<<: s -,,,
A,^~,,^";., >;,'...'XY "
x.... <" 'V\. V " , ",'
. . , ''''-<^'~x:~~' "
11.... )I II.. ^), >.::..x '"
^^ "" ~.. /"x
<<':/<<..~:> x?, . "><",, .
J>..4.A ... "- .L--A.'" .4 .&----. ... L-.L ,__...
BUll fJ Ii ~ (~ f - jAr ( H
v>
~
,-
\~
'n
..-
o
<l>
.J
o
1)
/
\
\
"
\
)
I
I
I
\
\
\
\
I
\
\
.~
0'
\.L)
-,
t.>1
(,'1
,
I
,
I
I
.-.
0"
CQ
\
.
....-..,
(:)
(~
l~
"
iJ)
~ (J~
I
I
-~
\.'l
tI.)
I
I
.
",
-~
C....
\h
, .
<),
\'-..
\
c~
'l
I
I
I
,
<l>
E
o
c
::\
v'
,
\
\
\
\
......
I
j
I
,
-.
0)
,-""
\
\
\
\
.
C))
"-.)
I
\
\
,
- .
~ .(') &
! I
I I
. .
<-')
<-"
I
/
\
\
\
\
~ -..-~
0'1 .: I: 1\0
I I_ \ i\. ,,~
I
I
,
I
I
-\
I
!
I
/
-.
-l'.
c.-..
I
I
I
I
0,
~-
'-
......,
"-
....
,
;.:
-.
I
~
I.]
I
I
I
I
,
I
I
I
,
I
rr_R'i-\Crr
92
,
I
[
I
,
I
,
I
,
,
CQ5)
U1 (,I) (j) (j)
+-J +--' \..
(j C - L
<1).2 (l) 0
+-J - C .-
:J l_
..c (() C 0)
(j c: 0 +--'
L 0 - C
o () 0_, _
.
o
.
0_
0"
-( g
W 0>
ll)
:l: ~
~,
rl. r.....
;- ~
ill
'~
~
0_
=:J
o
L
OJ
Q)
01
V
(D
-of'
"
o~
<3 I
a:; "l
(Z ~
oJ I)
~ f")
,C(
('I tj
(.
.. .
~ c:
0)
_C
-1---'
r----- --
...
~
~
6
u
<l.l
..-
U
o
Q.
:::J
!.O!.O
(j)(j)
'...... .........
VI n 1")
~ 0 r-
~................
.,... ,., ..-
r ,~ ,-
~ ~
1-- <\)
<( 'j) .. '>
u z>- <\)
I 0 ~= Cl:
-f: (JU
",
<.0 CD '0 ....=:
CJl m OJ Vi
.................. .........
.- no
BOON
...........................
il,CO(j)~
VlOO~
'"
o
(0
CJl
!.O
(.!) (.))
0': T
) (j
fY-
<(
~;
o
z
...
u
~
g:
>'
co
! f'!
tr: ~
{:) C1
~'n ~
t1 ') --;
s (-
01"'".1 D
C'" c!
"'.
(1 \
f/
o
fJ)
t --.
......."'.
. ""'VO'l':>~
o
.t
If
;;''of;J
.... t .
",,".I
~
.-
J....",
.... ..!U
(I) (;1
..Cl ~
('c. ..J_
:~~f ~
".,:.I:
U" ') 0_
rt H
z
j
fL
W
~
U)
~
r=
I-
U
~
ok
0.
^J-l
(r~ E VI SO) )
:z
c
.:
,
..~
~@~
I~~
~~I
~o~
ZLOrt
::)(v)w
(f)I'--.N
~
.
(0
'M
C\J
~
ca
.
(0
'M
,-
C\J
,-
'M
In
,-
C\J
,-
LL
o
f-
::>
o
f-
Z::>
00 (j)
-0: W
~~ 0
0::> Lt
00.. Z
w~ ~
00 J:
U)WO ~
ZWOW...J Z
<.'JO:<=((]) Q iI
U5U5~0 ,-- (j)
oa:::>f- @ f-8
w :) U) >- f- rn ~o wU)
oowo.. z ~ ...J
U5LLU)O ::> J:U)O
w:::lCSO 0 ~>-o..
ffi~~:3 ~ ...J<:t:f-
::>Zw:::! 0 ...Jo:o:
OOcnJ: ::> Wo..O
a: f- O)(j)o..
020>- (j) ~Wo..
<.'J~f-J: o.?S W>::>
ZWU)o.. ~ o.?S<(U)Z
CS...JWW 0f-(j)J:...J0
ON Zo: w-
ZO:<t: :Swwf2W~
~[]j~~ 0)0>(j)G)0
~d~ffi @~8~~5
tEG~~ ~O~~Q~
O~<.'J~ ~~~V5b:~
W_ odW W .~-~W
~~a:~ O)q::>~C\J5
~'-90 OJ:~O)zZ
~~O f-~~~00
300F~~~3WoO
:::!I-"-O~::>OO<(o.?SW~
>:U)ZWZOOOo:...J-
:..JW::>J:~~O)WW~a:
~~~~3::>~~f5~65
tfU:<.'JW~~ZOOZf-
wZG~Co~ffio:~zfrl
f-~<(::>,-3f-0)0<.'Ja:
~U)cnU)Ci)<(~Lfo..U5o
~
C\J
c.i
c
-
~(I)
Q).~
~..
..0
!-o
Q) ~ ~
_ 0 ~
....a~
C~
:;) ....
@
~ c::r::
~ ~
o
w
Z5
~
I
~
~
~ ~
c::r::
~ i
~
~
9
~
c::r::
w
~
Q
~
o
~
9
o
('\J
"'-
0-,....
'0-
N '
~ 0-
, ,
C'?UI
<{CO(jOWLL
w
~
~
c::r::
w
Z
(!)
V5
w
o
f"o.,.
0-
II
('\J ~
.--
('\J ~
~ SS