HomeMy WebLinkAbout95-4754
BUILDING PERMIT
CITY OF ZEPHYRHILLS
(813) 788-6611
No
Permit ".
47548
Date ~ --f- 7'--5-
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Pmp'rty Own., .~~ (!;i,
Job Add,,,,, -6'<2/' a _~ C,-..J
Parcell.D. #
Water Conn:
j)~
Water Meter:
T.I.F.'s:
Zoning: Energy Code:
Description of Wor~~;" 6~
Radon Gas:
NO OCCUPANCY BEFORE C.O.
FINAL j~tJ-9 ~
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
Valuation or
Contract Price
City License Registration # :J K'1
State Certified License#
P~rmitFee ~~
Slgnature~_ '_
Company
Address
Telephone#
,9--.S"CJ. crv
IJ~ Oh//h-
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Ftr.
Pre SL
Lint ~'
~ ,:~ ?1-)
11 W;;,~ ,J----'
, DrivewQ ((Jv
Tp. Servo
Rough In
Meter Can
Canst. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for each trade:
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.
OWNER
JOB LOCATION
PARCEL 1. D. #
SHOW ALL EXIS"I'IRG 6: PROPOSED STRUCTURES GIVIHG DIIlENSIOHS 6: SETBACKS.
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ALLEYWAY ACCESS FOR
GARAGE OR CARPORT -
15 FOOT SETBACK
REQUIRED.
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UTILITY BUILDINGS
MUST SHOW SIZE &
FOUNDATION INFOR-
MATION.
(NOTE EXAMPLES 1 & 2)
1. SETBACKS FOR R1, R2 ZONING
60'
10'
P E-
R X
0 I
10' P S 10'
0 T
S I
E N
D G
20'
1 0'
FROII"r PROPERTY LIRE
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2. SETBACKS FOR R3 ZONING
60'
10'
10' EXISTING 10'
PROPOSED
20'SGL FAM 30 ' DUPLEX
1 0'
FRONT PROPERTY LINE
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W=~ErEST ANDING ALUMINUM COVERS '\
1""\ TABLE 2: MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL ROOMS AND
OTHER OPEN STRUCTURES WI SOLID ROOFS 6063 T-6 AL.LOY
EXAMPLE: FOR SPAN "L" ON DRAWING USE LOAD WIDTH = "W"/2 + O.H.
2"x 4"x 0.050" TILT BEAM: LOAD WIDTH = 14'/2 + 2'O.H. = g'
LOAD WITH = g'; L.L. @ 22#/SF BEAM SPAN = 7'- 3"
BEAM SIZE BEAM SPAN FOR DESIGNATED LOADS
BEAM LIVE LOAD WIND LOAD
LOAD WIDTH 22#/SF 32#/SF 100 MPH 110 MPH 120 MPH
2"x 3"xO.050" TILT BEAM OR 2"x 3"xO.050" EXTRUSION
5' 8'- 1 " 6'- 7" g'- 0" 8'- 1 " 7'- 5"
6' 7'- 4" 6'- 0" 8'- 3" 7'- 4" 6'- g"
7' 6'-10" 5'- 6" 7'- 6" 6'-10" 6'- 3"
8' 6'- 5" 5'- 2" . 7'- 2" 6'- 5" 5'-10"
g' 6'- a" 4' -11" 6'- g" 6'- 0" 5'- 6"
1 0' 5'- 8" 4'- 8" 6'- 5" 5'- 8" 5'- 2"
11 ' 5'- 5" 4'- 5" 6'- 1" 5'- 5" 5'- a"
12' 5'- 2" 4'- 3" 5'-10" 5'- 2" 4'- 9"
2"x 4"x 0.050"x TILT BEAM
5' g'- 9" 8'- a" 10'-11" g'- g" 8' -11"
6' 8'-11" 7'- 3" 10'- 0" 8' -11" 8'- 1"
7' 8'- 3" 6'- g" g'- 3" 8'- 3" 7'- 6"
8' 7'- g" 6'- 3" 8'- 8" 7'- g" 7'- a"
g' EXAMPLE 7'- 3" 5'-11 " 8'- 1" 7'- 3" 0'- 8"
10' 6'-11" 5'- 7" 7'- g" 6' -11" 6'- 3"
11 ' 6'- 7" 5'- 4" 7'- 4" 6'- 7" 6'- a"
0 12' 6'- .3" s'- 0" 7'- 0" 6'- .3" s'- g"
2"x 4"x 0.044"x 0.120" S.M.B.
5' 12'-10" 10'- 5" 14'- 4" 12'-10" 11'- 3"
6' 11' - 8" g'- 6" 13'- 1 " 11'- 8" W'- 8"
7' 10'-10" 8'-10" 12'- 1 " 10' -10" g' -11"
8' 10'- 1 " 8'- 3" 11'- 4" 10'- 1 " g'- 3"
g' 9'- 6" 7'- g" 10'- 8" 9'- 6" 8'- 8"
1 0' g'- 1 " 7'- 5" 10'- 1" g'- 1 " 8'- .3"
11' 8'- 8" 7'- a" g'- 8" 8'- 8" 6'-10"
12' 8'- 3" 6'- g" g'- 3" 8'- 3" 7'- 6"
2"x ~"x 0.050"x 0.120" S.M.B.
5' 15'- 2" 12'- 4': 16' -11" 15'- 2" .13' -1 A"
6' 13'-10" 11'- 3" 15'- 6" 13'-10" 12'- 8"
7' 12'-10" 10'- s" 14'- 4" 12'-10" 11'- 8"
8' 12'- a" 9'- g" 13'- 5" 12'- 0" 10' -11 "
g' 11' - .3" g'- 2" 12'- 8" 11'- .3" 10'- 4"
10' 10'- 8" 8'- g" 12'- A" 10'- 8" 9'- g" "
11' 10'- .3" 8'- 4" 11' - 5" 10'- .3" g'- 4"
12' 9'- g" 8'- 8" 1 0' -11" g'- 9" 8' -11"
'"'"
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CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
P.O. BOX 4369 S. DAYTONA, FLORIDA 32121-4368
PHONE: (904) 767-4774
FAX: (904) 767-6556
@ COPYRIGHT, 1995 NOT To BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN
PERMISSION I ROM L^WRENCl C. BfcNNll r, r~.[.
SECTION: 4
PAGE: 8...9
-63-
FREEST ANID~NG ALUMINUM COVERS
TABLE 3: SCHEDULE OF POST TO BEAM SIZE & # OF THRU BOLTS REQUIRED
BEAM SIZE MINIMUM # /THRU BOLTS @ L= D + 1/2"
POST SIZE 1/4" 3/8"
2"X 3"X 0.05" TILT 3"x 3"X 0.06" Scalpd 1
2"X 4"X 0.05" TILT .3"X .3"X 0.06"" 1
2"X 4"X 0,044" X 0.12" 5MB .3"X 3"X 0.06"" 2
2"X 4"X 0.044" X 0.15" 5MB 3"X 3"X 0.06"" 2
2"X 6"X 0.044" X 0_12" 5MB .3"X .3"X 0.09.3 .3 2
2"X 7"X 0.050" X 0.1.3" 5MB .3"X .3"X 0.093 3 2
2"X 8"X 0.070" X 0.23" 5MB 3"X 3"X 0.125 4 3
2"X 9"X 0.070' x 0,23" 5MB 3"X 3"x 0_125 4 3
TABLE 4: MAX. ROOF AREA FOR ALUMINUM CARPORT/OPEN BUILDING POST
FOR ALLOWABLE ROOF AREA USE "AREA" = S x (W/2 + O.H.)
EXAMPLE: "S"= 7' , W = 12', & O_H. += 2' THUS: "AREA" = 56 SF
POST TYPE MAX. ALLOWABLE ROOF AREA IN SQUARE FEET
MAX. HGT. @ MAX. LOAD IN # LIVE + DEAD LOAD WIND LOADS
3"x .3"xO_040" ROLL FORM** 55#/SF 22#/SF 100 MPH 110 MPH 120 MPH
8'- a" 7,200 1.31 327 450 360 300
10' - a" 5,500 100 250 343 275 229
12'- 0" 4,700 85 213 294 235 196
3"x 3"xO.060" ROLL FORM**
8' - 6" 7,500
10'- 0" 6000
12' - a" 5:200
3"x 3"xO.060" SCALLOPED*
11'-10" 8640
14'- 0" i 330
16'- 0" 6'120
3"x 3"x 0.90" TUBE*
11'-10" 12,960
14'- A" 11070
16'- a" 9180
3"x 3"x 0.125" TUBE*
13' - .3" 13,500
14'- a" 12000
16'- a" 8',000
4"x 4"x 0.125" TUBE*
15'- 9" 23,280 423 1,058 1,455
18'- 0" 20,712 376 941 1,294
20' - a" 18,4.30 335 838 1,152
* ALLOY 6063 T-6 ** ALLOY 3105 H16
1. THE SMALLER ROOF AREA OF LIVE + DEAD LOAD AND WIND LOAD SHALL GOVERN.
TABLE 5: ISOLA TED FOOTINGS
MAXIMUM ROOF AREA IN SF FOR CARPORT POST W/ ISOLA TED FOOTING
FOOTING TYPE AND SIZE FOR BELOW LISTED WIND VELOCITY UPLIFT LOADS
POURED CONCRETE 100 MPH 110 MPH 120 MPH
l'-O"X l'-O"X 1'-0" 29 25 21
l'-4"X l'-4"X 1'-4" &6 72 61
l'-6"X 1'-6"X 2'-0" 163 136 116
1'-8"X l'-8"X 2'-0" 187 156 134
l'-8"X 1'-8"X 2'-6" 275 229 196
2'-0"X 2'-0"X 2'-0" 346 288 257
2'-6"X 2'-6"X 2'-6" 463 386 331
PRE-CAST SLAB W/ 80# SACK-CRETE & BACKFILL OVER SLAB
1'-4"X l'-4"X 2'-4" 117 97
~
..
'~
~
136
109
95
157
133
111
236
201
167
245
218
145
341
273
236
392
333
278
589
503
417
614
545
364
469
375
325
540
458
382
810
691
574
844
750
500
375
300
235
432
366
306
648
554
459
675
600
400
1,164
1,034
922
312
250
216
360
305
255
540
461
383
563
500
333
970
863
768
56
[1,@WU'@[ij)@@ ~o [;3@[ij)[ij)@nUg [;)O~O
CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
P.O. BOX 4369 S. DAYTONA. FLORIDA 32121-4368
PHONE: (904) 767-4774
FAX: (904) 767-6556
@ COPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN
PERMISSION FROM LAWRENCE E. BENNETT, P.E.
-65-
SECTION: 4
PAGE: 8-9
f'~!E!EST ANDIN~ ALUMINUM COVERS
TABLE 1: MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS OF
3105 H-14 OR H-25 ALLOY
WIND LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS
O.H. CONDITION NO O. H. l' O. H. 2' O. H. 3' O. H.
1-1/4"x_0.026"
100 MPH W. L.
110 MPH W. L.
120 MPH W. L.
1---1/4" x_O. 032"
100 MPH W. L.
110 MPH W. L.
120 MPH W. L.
1-3/4"x_0.026"
100 MPH W. L.
110 MPH W. L.
120 MPH W. L.
1-3/4"x_0.032"
100 MPH W. L.
110 MPH W. L.
120 MPH W. L.
3"x_0.026"
100 MPH W. L.
110 MPH W. L.
120 MPH W. L.
3"x_0.032"
100 MPH W. L. 15'- 6" 15'- 8"
110 MPH W. L. 13' -10" 14' - 0"
120 MPH W. L. 12'- 8" 12'-10"
LIVE LOAD; ALL BUILDING TYPES
O.H. CONDITION NO O. H. l' O. H.
1-1/4"x_0.026"
20 #/SF L. L.
30 #/SF L. L.
1-1/4"x_0.032"
20 #/SF L. L.
30 #/SF L. L.
1-3/4"x_0.026"
20 #/SF L. L.
30 #/SF L. L.
1-3/4"x_0.032"
20 #/SF L, L.
30 #/SF L. L.
3"x 0.026"
20 II/SF L. L. 13'- 3"
30 #/SF L. L. 10'- g"
3"x_0.032" _.
20 #/SF L. L.
30 #/SF L, L.
r--..
r---..
7'- 2"
6'- 5"
5'-10"
8'- 5"
7'- 6"
6'-10"
7'-
6'-
6'-
5"
8" .
1 "
7'- 5"
6'- 8"
6'- 2"
8'- 8"
7'- 9"
7'- 1"
7'- 7"
6' -11"
6'- 4"
g'- 0"
8'- 1"
7'- 5"
13'- 3"
11' -11"
10'-11 "
7'- 3"
6'- 1"
8'- 6"
7'- 0"
7'- 7"
6'- 4"
8'-10"
7'- 4"
13'- 4"
11'- 0"
15'- 2"
12'- 5"
8'- 2"
7'- 6"
7'- 1"
g'- 3"
8'- 6"
7' -11"
8'- 5"
7'- g"
7'- 3"
9'- 7"
8'- 9"
8'- 2"
1.3'- 8"
12'- 5"
11'- 5"
161- 0"
14'- 5"
13'- 3"
2' O. H.
8'- 1"
7'- 0"
9'- 2"
7'-10"
8'- 4"
7'-11"
9'- 6"
8'- 1"
13'-10"
11 '- 6"
15'- 7"
12'-11 "
14'- 5"
13'- 2"
12'- 3"
16'- 7"
15'- 1"
14'- 4"
3' O. H:
'14'- 6"
12'- 4"
16'- 2"
13'- 8"
1. TOTAL ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG.
2. THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L. TABLE GOVERNS.
1""".
8'- g"
7'-10"
7'- 1"
13'- 1"
11' - 9"
10'- 8"
7'- 0"
5'- 9"
8'- 3"
6'- 9"
7'- 4"
6'- 0"
8'- 7'"
7'- 0"
15' - 1"
12'- 3"
[h,@W[i'@(]U@@ @:o m@(]U(]U@~~g [Po@:o
CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
P.O. BOX 4369 S. DAYTONA. FLORIDA :52121-4368
PHONE: (904) 767-4774
FAX: (904) 767-6556
@ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN
PERMISSION FROM LAWRENCE E. BENNETT, P.E.
I
~
-61-
SECTION: ~
PAGE: ~-9
1Iii.",
.k
QUAN.
I.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
Received
By
'f
BAHR'S ALUMINUM & HARDWARE, INC.
37827 FOUNTAIN RD.
ZEPHYRHILLS, FL 33541
(813) 782-3513
Customer',
Order No.
N
"
.
.
A
.
.
.
.
.
.
~ 183 ~''I)-I
I~
--'P;IICE AMOUNT
It(
SOLD BY
'"
\
Tax
TOTAL $i'o t::v
10812
In case of claims or returned
goods, pleose present this bill.
~~
PRINTED ~ USA.
APPLlCAnON FOR PERMIT
CITY OF ZEPHYRB1LLS
BUILDING DEPAImIENT
OWNER'S NAHE GI-en~ ~be-
&)O~ ~~~
PHONE
~7v.- (p 157
OWRER'S ADDRESS
JOB ADDRESS
LEGAL DESCRIP'lION: LOT(S)
BLOCIL-SUBDIVISION
PARCEL I. D. t (OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPOSED: ~ Construction ~ition --..Alteration .--Jlepair _Install
_Sign
PROPOSED USE: ~1 e Faaily
~ve ->>eaolish
--.-Jt/F _' of Units --.-Jt/H
_~rcial
_Indust. _Swia. Pool _Other
.--Jlestaurant &: Health Departaent Approval
DESCRIP'lIOII OF WORK: Vqt-I' 0 (vue\--
I 'I
d 7~uare Feet, 7~ Height
.20x I
BUILDING SIZE:
RESIDEJITIAL: ATTACH (2) PLOT PLANS &: (2) SETS OF BUILDING PLAHS &: (1) SET ENERGY FORMS.
COMMERCIAL: ArlACH (3) SETS OF BUILDING PLAHS &: (1) SET ENERGY FORKS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
~ING
$
15oe!?-
PERMITS REOUESTED
Valuation of Total Construction
_ELECTRICAL
AIIP Service
Florida Power Corp.
W.R.E.C.
~ClWllCAL
$
Valuation of lIecbanical Installation
-PLUMBING GAS ROOFING
SPECIALTY
TYPE OF mIlSTRUCl'101l: _Block _Fraae _Steel
Other
PIllISBED FLOOR ELEVAnONS:
Fl.
IS PROJECl IN FLOOD ZONE AREA?
YES NO
******************************************
. alBTJIACWII k~ I
mnmR ~~ a8PAn ~
State Cert. or Regist. t . O. () IJ?
Signature City License Registration t ~t3
************* **************************** 7
RT.RCTRICIAR COMPANY
State Cert. or Regist. t
SianAture City License Registration t
******************************************
PLDKBER COMPANY
State Cert. or Regist. t
Signature City License Registration t
******************************************
HEClWilCAL COMPANY
State Cert. or Regist. .
Signature City License Registration .
******************************************
OTRRR COMPANY
State Cert. or Regist. t
Signature City License Registration t
******************************************
APPLICATION APPROVED BY PERMIT OFFICER.
.... . . ...
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
'fbe undersigned understands that this pemit lilY be subject to .deed restrictions. wbich lilY be lOre restrictive than City
regulations. 'fbe undersigned assUleS responsibility for COIpliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner bas bired a contractor or contractors to undertake work, they JaY be required to be licensed in accordance with
state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor lilY be
cited for a lisdeleallor violation under state lall. If the owner or intended contractor are uncertain as to wbat licensing
requirelents lilY apply for the intended work, they are advi~ to contact the City of Zepbyrhills Building Departlent, (813)
788-6611.
FurtheIlOre, if the owner bas bired a contractor or contractors, he is advised to have the contractor(s) sign portions of the
.Contractor Sections. of this application for wbich they will be responsible. If you, as the owner sign as the contractor,
you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign
as contractor that lilY be an indication that be is not properly licensed and is not entitled to pemitting privileges in the
City of Zepbyrbills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of .Florida's Construction Lien Law - lIaIeowner's Protection
Guide. prepared by the Florida DepartJent of Agriculture and ConsUJeI Affairs. If the applicant is SOMllle other than the
.owner., I certify that I have obtained a copy of the above described docUIent and prOlise in good faith to deliver it to the
Howner" prior to COIIeDCelellt.
E. CONTRACTOR' SlOWER 'S AFFIDAVIT
I certify that all the inforlation in this application is accurate and that all work will be done in COIpliance with all
applicable laws regulating construction, loning, and land developent.
Application is hereby lade to obtain a perlit to do work and installation as indicated. I certify that no work or
installation bas CDlencecl prior to issuance of a perlit and that all work will be perfonec1 to .et standards of all laws
regulating construction, City codes, loning regulations, and land developleDt regulations in the jurisdiction. I also
certify that I understand that the regulations of other gOYerDlleDtal agencies lilY apply to the intended work, and that it is
If responsibility to identify what actions I lUSt take to be in COIpliance. Such agencies include but are not lillited to:
t DepartJent of EnvirOlll8lltal Regulation - Cypress Bayheads, Wetland Areas and EnviroDleDtally Sensitive Lands,
Water /Wastewater 'freatlent
t Southwest Florida Water ManageleDt District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses
t AIIY Corps of Engineers - Seawalls, Docks, lIavigable Waterways-
t DepartJent of Health' Rehabilitative Services, EnvirODleDtal Health Unit - Wells, Wastewater 'freatJent, Septic ranks
t US EnvirODleDtal Protection Agency - Asbestos abatell!llt
I also certify that, if fill Iilterial is to be used in Flood ZOne .A. or HA,etc.", it is understood that a drainage plan
addressing a .COIpeDSating volUle" will be saitted which is prepared by a professional engineer registered in the State of
Florida prior to peIlit issuance.
A Perlit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel alter, or
set aside any provisions of the technical codes, nor shall issuance of a perlit prevent the Building Official fIOl thereafter
requiring a correction of errors in plans, construction, or violations of any code. Ivery peIlit issued shall. beCOle invalid
unless the work authorized by such pemit is COIIeDCed within sillODtbs of issuance, or if wort authorized by the peIlit is
suspended or abandoned for a period of sil IODtbs after the tiIIe the work is COIIeDced. One 90 day extension of tille, lilY be
allOlled for the perlit with fee charge of $15.00. 'fbe extension shall be requested in writing to the Building Official. An
approved inspection lUSt be logged during each SillODth period, or the project will be considered abandoned.
WARRING 'f0 omR: YOUR FAILURI 'f0 RECORD A IIO!ICE OF <XIIMDCEMm MAY RlSUL'f 1M YOUR PAYllfG filCE FOR DIPROVBIIBIIIS 'fO YOUR
PROPER". IF YOU IIlIIIID 'fO OB'lAIII FlIfDCING, COJISUL'f wlm YOUR LINDO OR 111 AnoRJ1BY BEFORE RECORDING YOUR DICE OF
COMMEIlCEMBIf'f. JOBS UIIDIR $2,500 III VALUE DO IIO! IfBED 'f0 RECORD 1IID POsr A "IIO!ICB OF ClJIlBJICBMBJI'fIl.
SI~l1fv1b~ ~JftM}~
S'fA'fE OF ~
coum OF ,qSl?o
The foregoing instrument was acknowledged
before me this fY)A~ 3 , 19.!l.S:: by
S'fA'fE OF FLORI!)I)
coum OF I1lSt!o
The foregoing instrument was acknowledged
before me this fY)AR~ ~, 19!1....c- by
rYl1~l<t& ~,;J .b/f~,fC, e~
who is pers nallv known to me or who has
produced
as identification and who did/did not
ta~, oath. C;.~
fSi ature)
\. //
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
who is
pro uced
as identification and who did/did not
take~ 4. ~
(s(gna re)
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
~~-
" JAMES A. STONE
Notary Public, State of Florida
My comm. expires May 16, 1995
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;:-:- JAMES A. STON~
Notary Public, State of Flod6;.;
My comm. expires Mav 1 f; 'J (1C.:.~:
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