HomeMy WebLinkAbout95-4753
BUILDING PERMIT
Permit ~
CITY OF ZEPHYRHILLS
(813) 788-6611
4753-13
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BUILDING ..
P,"p"ty Own." ~J
Job Add'.,,, J,!?".:, --; , __ -:l
Date &-8-9....5-
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
Parcell.D. #
Zoning: Energy Code: Radon Gas: II
Description of Work..~~ .......u~ ..4~L -.I- ~t:if-
FINAlf2~~~
DATE
NO OCCUPANCY BEFORE C.O.
Complete Plans. Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
C.O.
Inspector'
P~rmit Fee. ~11 "- _ .. .
Slgna.ture~~
Company
Address
Telephone#
Valuation or
Contract Price
/y~, d()
/
City License Registration # dr.?
State Certified License#
~ tlI:pn
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Tp. Servo
Rough In
Meter Can
Canst. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Ins!.
Compressor
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 ($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
ZEPHYRJlILLS BUILDING DEPARTMENT
JOB LOCATION
1t~
PARCEL 1. D. #
SHOW ALL EIIS'!'DfG &: PROPOSED STRUCTURES GIVING DDlENSIOHS & SE"rBACKS.
Pro ~D)a:{l {
SC'ye€Vl l>>o./ :S
ALLE WAY ACCESS FOR
GARA E OR CARPO T -
15 F OT SETBACK
REQU RED.
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YV'oIP~cc1 sll-€lJ
p.)1!~~
--'-----~--
~'f_(6+Ji 09
P4+;o
Cf)lJtr, ._
........ ---
g'----/
~'\\V)s
U fl)J-l
UTILITY BUILDINGS
MUST SHOW SIZE &
FOUNDATION INFOR-
MATION.
t
I
32> FRQU'P
FR...... .:ud Y Lif'NE
(NOTE EXAMPLES 1 & 2)
1. SETBACKS FOR R1, R2 ZONING
60'
10'
P E
R X
0 I
10' P S 10'
0 T 1 0'
S I
E N
D G
20'
FROBr PROPERTY LDm
2. SETBACKS FOR R3 ZONING
60'
10'
10'
EXISTING
10'
1 0'
PROPOSED
20'SGL FAM
30 'DUPLEX
FROlft" PROPERTY LDiE
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fR~[EST ANDING 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' 0_ H. 2' O. H. ,3' 0_ H.
1-1/4"x_0.026"
100 MPH W. L.
110 MPH W. L.
120 MPH W. L.
1....1/4"x_0.032"
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.
120MPH 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.
110 MPH W. L.
120 MPH W. L.
LIVE LOAD; ALL
O.H_ CONDITION
1-1/4"x_0.026"
20 #/SF L. L. 7' - 0"
30 #/SF L. L. 5'- 9"
1-1/4"x_0.032"
20 #/SF L. L. 8' - 3"
30 #/SF L. L. 6' - 9"
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.
30 #/SF L. L.
3"x_0.032"
20 #/SF L. L. 15'- 1" 15'- 2" 15'- 7" 16'- 2"
30 #/SF L. L. 12'- 3" 12'- 5" 12'-11" 13'- 8"
1. TOTAL ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH IDLUS OVERHANG.
2. THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L. TABLE GOVERNS.
7'- 2"
6'- 5"
5'-10"
7'- 5"
6'- 8"
6'- 2"
8'- 2"
7'- 6"
7'- 1"
9'- 3"
8'- 6"
7'-11"
8'- 5"
7'- 9"
7'- 3"
9'- 7"
8'- 9"
8'- 2"
13'- 8"
12'- 5"
11 '- 5"
16~- 0"
14'- 5"
13'- 3"
2' 0_ H.
8'- 1"
7'- 0"
9'- 2"
7'-10"
8'- 4"
7'-11 "
9'- 6"
8'- 1"
13'-10"
11 '- 6"
14'- 5"
13'- 2"
12'- 3"
16'- 7"
15'- 1"
14'- 4"
3' O. H:
14'- 6"
12'- 4"
[b@W(f'@[il)@@ @:o ~@[il)[il)@{1np lPo@:o
CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
P.O. BOX 4369 S. DAYTONA. FLORIDA 32121-4368
PHONE, (904) 767-4774
FAX, (904) 767-6556
-61-
@ COPYRIGHT, 1995. NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN
PERMISSION FROM LAWRENCE E. BENNETT, P.E.
8'- 5"
7'- 6"
6'-10"
8'- 8"
7'- 9"
7'- 1"
7'- 5"
6'- 8" .
6'- 1"
7'- 7"
6' -11"
6'- 4"
8'- 9"
7'-10"
7'- 1"
9'- 0"
8'- 1"
7'- 5"
13' - 1"
11' - 9"
10'- 8"
13'- 3"
11' -11"
10'-11"
15'- 6" 15'- 8"
13'-10" 14'- 0"
12'- 8" 12'-10"
BUILDING TYPES
NO O. H. l' 0_ H.
7'- 3"
6'- 1"
8'- 6"
7'- 0"
7'- 4"
6'- 0"
7'- 7"
6'- 4"
8'- 7'"
7'- 0"
8'-10"
7'- 4"
13'- 3"
10'- 9"
13'- 4"
11'- 0"
,
SECTION: 4-
PAGE, 4-~9
SCREENED ENClOSU~ES: SCREEN I V~NVl WAllS AND SOLID COVER
2"x
BEAM SEE TABLE 4
OVERHANG VARIES -+-
2'-0". MAX.
"w"
-,
f'"'...
.../
3 1/2" SLAB ON
GRADE OR RAISED
FOOTING
MAX.
~~~lg~HT 1 "x 2"
VARIES NO MAX. ELEV. SLAB OR ON GRADE
* "H"
-~
TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING
* (HEIGHT OF UPRIGHT IS MEASURED FROM TOfJ OF 1 "x2" PLATE TO BOTTOM OF WALL BEAM)
W/2
W/2
W
0::
~
f-
U
::J
/ ~
/ UJ
... c:>
z
... f=
UJ
... -
x
, w
~
O.H.
ALUMINUM PANEL COVER ---------....
2"x BEAM AND COLUMNS
MAX. COLUMNS, SPACING
SEE TABLES
it 1 "x2"xO.040"
""J "w" VARIES l
TYPICAL GLASS ROOM
NOTES:
1. ANCHOR 1" x 2" OPEN BACK EXTRUSION WITH TAPCON 1/4"x2 1/4" LENGTH OR EOUAL
MAX. OF 2'-0" O.C.
ANCHOR TO WALL WITH 1 1/2" #10 SMS WITH WASHERS 2'-0" O.C, SPACII\jG
ANCHOR BEAM AND COLUMN KNEE BEAM WITH ANCHOR CLIPS AND #10 SCREWS AND
WASHERS
2. MIN. SLAB THICKNESS FOR SLAB ON GRADE IS 3 1/2" CONCRETE
3. SELECT FRONT WALL BEAM FROM TABLE USING LARGER "A" VALUE OF W/2 OR W/2+0.H.
4. "w" IS CLEAR DISTANCE FROM HOST STRUCTURE TO FRONT WALL BEAM
[b@W(f'@(fO@@ @:o m@(fO(fO@UUg [;)o@;O
CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
P.O. BOX 4369 S. DAYTONA. FLORIDA 32121-4368
PHONE: (904) 767-4774
FAX: (904) 767-6556
r---
@ COPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN
PERMISSION FROM LAWRENCE E. BENNETT, P.E.
SECTION: 2
PAGE: ~=~~
-72-
,
i
GLASS IROOMS: SOliD WALLS AND COVER
I .
~
TABLE 2: MAX, ROOF BEAM SPANS FOR SCREEN & GLASS ROOMS, UTILITY ROOMS,
SHEDS AND OTHER ENCLOSED STRUCTURES wi SOLID FWOFS
ALUMINUM BEAMS OF 6063 T -6 ALLOY
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. = 9'
LOAD WITH = 9'; L.L. @ 22#/SF BEAM SPAN = 4'- 4"
BEAM SIZE BEAM SPAN FOR DESIGN A TED LOADS
BEAM LIVE LOADWIND LOAD
LOAD WIDTH 22#/SF 32#/SF
2"x 2"xO.044" EXTRUSION
5' 5'-10"
6' 5'- 4"
7' 4'-11"
8' 4'- 7"
9' 4'- 4"
10' 4'- 1"
11' 3'-11"
2"x 2"x 0.050" EXTRUSION
5' 6'- 1" 5'- 0" 5'- 1"
6' 5'- 7" 4'- 6" 4'- 7"
7' 5'- 2" 4'- 2" 4'- 3"
8' 4'-10" 3'-11" 4'- 0"
g' EXAMPLE 4' - 6" 3' - 8" 3' - 9"
10' 4'- 4" 3'- 6" 3'- 7"
11' 4'- 1" 3'- 4" 3'- 5"
2"x 2"x 0.093 EXT OR 2"x 3"xO.050" TILT BEAM OR
5' 8'- 0" 6'- 6" 6'- 8"
6 ' /' -- 4 " 5 ' _. 11 " 6 ' - 1"
7' 6'- g" 5'- 6" 5'- 7"
8' 6'- 4" 5'- 2" 5'- 3"
g' 5'-11" 4'-10" 4'-11"
10' 5'- 8" 4'- 7" 4'- 8"
11' 5' - 5" 4' - 4" 4' - 5"
3"x 2"x 0.050" EXTRUSION
5' 7'- 5"
6' 6'- g"
7' 6'- 3"
8' 5'-10"
g' 5'- 6"
10' 5'- 3"
11' 5'- 0"
o
/
.....J
@ COPYRIGHT, 1995
4'- 9"
4'- 4"
4'- 0"
3'- 9"
3'- 6"
3'- 4"
3'- 2"
6'- 1"
5'- 6"
5' - 1"
4'- g"
4'- 6"
4'- 3"
4'- 1"
100 MPH
4'-10"
4'- 5"
4'- 1"
3'-10"
3'- 7"
3'- 5"
3'- 3"
6'- 2"
5'- 7"
5'- 2"
4'-10"
4'- 7"
4'- 4"
4'- 2"
110 MPH
120 MPH
4'- 5"
4'- 0"
3'- g"
3'- 6"
3'- 3"
3'- 1"
2'-11 "
4'- 1"
3'- g"
3'- 5"
3'- 2"
3'- 0"
2'-10"
2'- 9"
4'- 7" 4'- 3"
4'- 2" 3'-11"
3'-11" :5'- 7"
3'- 7" ~j'- 4'"
3'- 5" 3'- 2"
3' - 3" 3' - 0"
3'- 1" 2'-10"
2"x 3"xO.050" EXTRUSION
6'- 0" 5'- 7"
5'- 6" 5'- 1"
5'- 1" 4'- 8"
4'- 9" 4-'- 5"
4'- 6" 4'- 1"
4'- 3" ~;'-11"
4'- 0" 3'-10"
5'- 7"
5'- 1"
4'- g"
4'- 5"
4'- 2"
3' -11"
3'- 9"
:/ _ 2"
4.'- 9"
4'- 4"
4'- 1"
~)'-1 0"
3'- 8"
3'- 6"
[1&lW[]'@Oi)@@ @;c [;3@Oi)Oi)@nng r;:>c@;c
CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
P.O. BOX 4369 S. DAYTONA. FLORIDA 32121-4368
PHONE: (904) 767-4774
FAX: (904) 767-6556
-81-
,
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN
PERMISSION FROM LAWRENCE E. BENNETT, P.E,
SECTION: 5
PAGE: 98-11
I -----.
GLASS IRlOlOMS: SlOUID WALLS AND ClOVER
n
.....
TABLE 3: MAXIMUM HEIGHT OF UPRIGHTS FOR SCREEN AND GLASS ROOMS
EXTRUSTIONS AND SELF MATING BEAMS OF 6063 T -6 AI_UMINUM ALLOY
USING SCREEN PANEL WIDTH "w" (SEE TYPICAL GLASS ROOM DRAWING), SELECT
UPRIGHT REQUIRED FROM THE MAX HEIGHT ALLOWED FOR EACH EXTRUSION
WIDTH "w"
36" 42" 48" 54" 60" 66" 72" 78"
EXTRUSION
2"x 2"x 0.044"
g'- 2" 8'- 6" 7'-11 " 7'- 6" 7'- 1 " 6'- g"
2"x 2"x 0.050"
10'- 2" g'- 5" 8'-10" .8'- 2" 7'-11" 7'- 6" 7'.- 2" 6'-11 "
2"x 2"x 0.093"
12'-10" 11' -11" 11'- 1 " 10'- 6" g' -11" g'- 6" g'- 1 " 8'- 8"
3"x 2"x 0.050"
10'- 8" g' -11" g'- 3" 8'- g" 8'- 3" 7'-11 " 7'-- 6" 7'- 3"
2"x 3"x 0.050"
12'-10" 11' -11 " 11'- 1 " 10'- 6" g' -11" g'- 6" g'- 1 " 8'- 8"
3"x 2"x 0.070"
13'- 8" 12'- 8" 11'-10" 11'- 2" 10'- 6" 10'- 1 " g'- 8" g'- 3"
('"'.
\
NOTES: GLASS ROOMS THE ADDITION OF AN ALUMINUM FRAME WINDOWS WI GLASS
PANES THAT ARE DESIGNED TO 110 MPH WIND LOAD REQUIREMENTS TO THE
ABOVE UPRIGHT SIZES INCREASES THE STRENGTH SO THAT ADDITIONAL
FRAMING IS NOT REQUIRED,
r--,
'-
[b@W[]'@lfD@@ @;o m@Oi)Oi)@UUg [}')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,
SECTION: 5
PAGE: ~O=~~
-83-
SA'" "iF,'
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3782'7 FOUNTAIN AD
ESTIMJ~TE & AGREEMENT
DATE:
cJ/cJ7/93
1092
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BID: We hereby propose to furnish material and labor
to complete the work outlined herein for the sum of:
($~.'1L!5nOD .
LL -1.U ) Payment to be made as follows:
dollars
To
L
..-J
We hereby submit specifications and bid for:
FOLD HERE
() 71 , .>6 e/\QDYl td}i)fY) [(,};Y,Q
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CONTRACTOR'S GUARANTEE
ACCEPTANCE OF BID
We guarantee all material used in this contract to be as specified above and the
entire job to be done in a neat, workmanlike manner. Any variations from plan or
alterations requiring extra labor or material will be performed only upon written
order and billed in addition to the sum covered by this contract. Agreements made
with our workmen are not recognized.
DATE SIGNED
The above specifications, terms and contract are satisfactory, and
(I) (we) hereby authorize the performance of this work.
:l - ::7 /!'~.- ~r r~j~'"
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., :~_-'f...1' .#.--.
DATE
SIGNED
FORM 85003. RAPIDFORMS, INC. THOROFARE. NJ 08086-9499
1289
THIS CONTRACT IS VOID 30 DAYS FROM DATE UNLESS PINK COpy IS SIGNED AND RETURNED TO BIDDER
WE COMPLY WI- . L WORKMAN'S COMPENSATION & PROPERTY DAMAGE UABIU- 'SURANCE LAWs.
CONTRACTOR'S FILE COPY . SIGN WHITE & PINK COPIES & DELIVER TO CUSTOMER
APPLICAnON FOR PERMIT
CITY OF ZEPIIYRIIILLS
BUILDING DEPARTMENT
OWNER'S
HONE 7 tjJ - 3701
k'1-#-~
OWRER'S ADDRESS
JOB ADDRESS
LEGAL DESCRIPTION: LOT(S)
BLOCIL...-.SUBDIVISION
PARCEL I. D. t (OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPOSED: ~W Construction ----.Addition ---Alteration ---:Repair _Install
_Sign
PROPOSED USE: ~iDgle Faaily
-.JIove
_Deaolish
--Jt/F
_' of Units --Jt/B
_~ercial
_Indust.
_Swia. Pool _Other
DESCRIPTION OF WORK:
rJ / (, Square Feet,
BUILDING SIZE:
RESIDENTIAL:
COMMERCIAL :
ATTACH (2) PLOT PLANS rr (2) SETS OF BUILDING PLANS rr (1) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS rr (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
~IRG
$
115V~
PERMITS REQUESTED
Valuation of Total Construction
_ELEenuCAL
AIIP Service
Florida Power Corp.
W.R.E.C.
---1IECllAlJICAL
$
Valuation of Ilechanica1 Installation
_PLUMBING GAS ROOFING
SPECIALTY
TYPE OF CONSTRUC'I'ION: _Block _FraIIe _Steel
Other
FIIfISBED FLOOR ELEVAnONS:
FT.
IS PROJEcr IN FLOOD ZONE AREA?
..........................................
YES NO
RIJTT.DER COMPANY
State Cert. or Regist. t
Signature City License Registration .
..............................
RI.RCTRTCIAIl COMPANY
State Cert. or Regist. .
SignAture City License Registration .
..........................................
PLUMBER COMPANY
State Cert. or Regist. t
Signature City License Registration .
..........................................
IlEClWflCAL COMPANY
State Cert. or Regist. t
Signature City License Registration .
..........................................
OTIIRR COMPANY
State Cert. or Regist. .
Signature City License Registration .
..........................................
APPLICAnON APPROVED BY PERMIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
!be undersigned understands that this perait lay be subject to 'deed restrictions' "bieb JaY be lOre restrictive than City
regulations. !be undersigned assUIeB responsibility for C(II()liance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner bas hired a contractor or contractors to undertake work, they aay 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 JaY be
cited for a lisdeaeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing
requireaents laY apply for the intended work, they are advised to contact the City of Zepbyrbills Building DepartJent, (813)
788-6611.
Furtheraore, if the owner bas bired a contractor or contractors, be is advised to have the contractor(s) sign portions of the
'Contractor Sections' of this application for wbieb 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 wisbes you to sign
as contractor that laY be an indication that be is not properly licensed and is not entitled to peraitting 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 - BoIeolmer's Protection
Guide' prepared by the Florida Departlent of Agriculture and Consuaer Affairs. If the applicant is llOJIeOIle other than the
'owner', I certify that I have obtained a copy of the above described docuaent and pra.ise in good faith to deliver it to the
'owner" prior to CQII8Dceaent.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the inforJation in this application is accurate and that all work "ill be done in cOlPliance "ith all
applicable laws regulating construction, loning, and land c1evelopaent.
Application is bereby Jade to obtain a perlit to do work and installation as indicated. I certify that no work or
installation bas C31eDced prior to issuance of a perait and that all work "ill be perforaed to leet standards of all laws
regulating construction, City codes, loning regulations, and land developlellt regulations in the jurisdiction. I also
certify that I understand that the regulations of other governaental agencies laY apply to the intended wort, and that it is
IY responsibility to identify wbat actions I lust take to be in coapliance. Sueb agencies include but are not lilited to:
. Departaent of Environaental Regulation - Cypress Baybeads, "etland Areas and Environaentally Sensitive Lands,
"ater /Vaste1fater 'freatJent
. Southwest Florida Water Manageaent District - Wells, Cypress Baybeads, "etland Areas, Altering Watercourses
. AIIY Corps of Engineers - Seawalls, Docks, Navigable Waterways
. DepartJent of Health i Rehabilitative Services, Invironaental Health Unit - "ells, "astewater 'freatlent, Septic 'fanks
. US Invironaental Protection Agency - Asbestos abateaent
I also certify that, if fill laterial is to be used in Flood ZOne 'A' or 'A,etc.", it is understood that a drainage plan
addressing a 'co.pensating voluae' will be sublitted wbieb is prepared by a professional engineer registered in the State of
Florida prior to perlit issuance.
A perait 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 fra. thereafter
requiring a correction of errors in plans, construction, or violations of any code. Ivery perait issued shall beCClle invalid
unless the work authorized by sueb perlit is COIIeIlced within sllaontbs of issuance, or if work authorized by the perlit is
suspended or abandoned for a period of silaontbs after the tile the work is co.enced. One 90 day eJtension of tile, lay be
allowed for the perait with fee charge of $15.00. !be eJtension shall be requested in writing to the Building Official. An
approved inspection lUSt be logged during eaeb sillODth period, or the project "ill be considered abandoned.
WARlUIG fO (MIIR: YOUR FAILURE fO RECORD A rmICE OF C<IIMDCIIlIIf MAY RESUL'f II YOUR PAYIIG 'NICE FOR IMPROVIMBlI!S 'f0 YOUR
PROPERTY. IF YOU III'OID 'f0 OBTAIN FlIIDCING, COISULf "UH YOUR LIJIDIIl OR AI AnoRDY BEFORE RECORDIIG YOUR rmICE OF
~~~_~~m~~
S'fA'fE OF FLORIDA n
COUIfY OF 111) ~ {lO
The foregoing instrument was acknowledged
before me this tyJfil2drt _3 , 19.LC..- by
tiJ!J IJ"'I-, {f!!f.i/JFlI'lIZ-~,J
who is' ROm 1 own to me or who has
produced
as identification and who did/did not
take oath.
STAfE OF FLOR~
coum OF 5; ('J 0
The foregoing instrument was acknowledged
before me this m//p.e.i1 3 , 19-f.Lby
(Y) AP.;-~ fflotJbIU(/le~
who is pers ally known to me or who has
produced.
as identification and who did/did not
take oath.
e Typed, Printed or Stamped)
NOTARY PUBLIC
p'- JAMES A. STONE
Notary Public, State of Florida
My comm. expires May 16, 1995
eel 10274
(N Typed, Printed or Stamped)
NOTARY PUBLI~P;; JAMES A. STONE
Notary Public, State of Florld~
\1y comm. expires May H" .1895
,CC11O~74