HomeMy WebLinkAbout105 Clear Lake CirPermit #: v -7' 1 ✓ 1
5
RECEIVED
CITY OFSANI+ORD PERMIT APPLICATION MAR 2 1 2007
Date:3/iglfl� _
Job Address:�'4rtJ7,/���I_�3 ;.,...
Description of Work:_ 6LV/niASOM f'G2Ett� /�✓ri t•- � 1),CR^iC)C W1"PJTf&roH4 W>>' 09 o,.,?
Historic District:Zoning: Value of Work: S_L22ao •
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of W 01rollosets Plumbing Repair - Residential or Commercial
Occupancy Type: Residential AV. Commercial Industrial Total Square Footage:
Construction Type: # of Stories: __- # of Dwelling Units: Flood Zone: (FEMA form required for other than Y)
Parcel #: _M -;4A "3D - 06%-) -
Owners Name & Address: '�JDVJJJe,L-0_JZ r1V
�4 &44151 -
Contractor Name & Address:
Sxrlrord, ipL xa�73
Phone & Fax: 'tQ
Bonding Company:
Address:
Mortgage Lender:
Address:
Architec
Address:
sirAWtNr' a_ac
Proof of Ownership & Legal Description)
Phone:
Number:
Contact Person: 61ch a cd 14, 7.oeE Phone: Anq_ �1 f
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced :rior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING. SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicabit laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance f pe it is verification that
ign ture of Owner/Agent
m
Print O er, gent's Name
ignature of Notary -State o
Ownc e n t is —Persona
-L,-'Produced ID_�
APPI_IC'ATION APPROVED BY: Bldg:
^cci;ri C ntdiiions:
notify the owner o of the requirements of FWorida Lien Law, F %113.
67
v',�/ Date SignatureofConrmctor/Agent/ t Date
Pri Contractor/Agent's Name '
z�d 7 10
Date Signatu o Notary -State of Florida ate 10'7
�atnna�
w.a n------ pw�
or Ev"IlIftilContract gent is _ Personally Inow e r
-{ 1P41d4y! ___ roduced ID
FkMe Notary Astro., ft
Zonin 3Z-0017 Utilities: Amt. kta
(Initial Date) (Initial &Date) ..u. r�i�ai'h17did'-""""•"".
Ly�
Seminole County Property Appraiser (jet Information by Parcel Number Page 1 of 1
http://www.scpafl.org/web/re_web.seminole county_title?PARCEL=0220305GJ00000830... 3/13/2007
]0.`llD .CH NSON-CF:,. ASA
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PROPERTY
x. U.1
a
r -
APPRAISER
SE MINGLE COL N � .. -L.
1 101 =. t' IRS 5-W
W
_ANFOR0.1JE?
?4v7-�555-75G5
e-
2007 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Parcel Id: 02-20-30-5GJ-0000-0830
Number of Buildings: 1
Owner: CODDINGTON JONNIE F
Depreciated Bldg Value: $101,913
Mailing Address: 105 CLEAR LAKE CIR
Depreciated EXFT Value: $0
City,State,ZipCode: SANFORD FL 32773
Land Value (Market): $22,000
Property Address: 105 CLEAR LAKE CIR SANFORD 32773
Land Value Ag: $0
Subdivision Name: HIDDEN LAKE VILLAS PH 3
JusUMarket Value: $123,913
Tax District: S1-SANFORD
Assessed Value (SOH): $67,917
Exemptions: 00 -HOMESTEAD (2003)
Exempt Value: $25,000
Dor: 0103-TOWNHOME
Taxable Value: $42,917
Tax Estimator
SALES
Deed Date Book Page Amount Vac/Imp Qualified
2006 VALUE SUMMARY
WARRANTY DEED 09/2002 04560 0361 $81,900 Improved Yes
Tax Amount(without SOH): $1,808
WARRANTY DEED 12/1999 03785 0339 $57,900 Improved Yes
2006 Tax Bill Amount: $812
WARRANTY DEED 11/1997 03327 1704 $48,300 Improved Yes
Save Our Homes (SOH) Savings: $996
QUIT CLAIM DEED 1211995 03008 0642 $46,900 Improved No
2006 Taxable Value: $41,260
WARRANTY DEED 08/1994 02816 0715 $52,300 Improved Yes
DOES NOT INCLUDE NON -AD VALOREM
WARRANTY DEED 02/1984 01524 1529 $45,500 Improved Yes
ASSESSMENTS
Find Comparable Sales within this Subdivision
LAND
LEGAL DESCRIPTION
Land Assess FrontaLand Unit Land
ge Depth
PLATS: Pick...
Method Units Price Value
LEG LOT 83 HIDDEN LAKE VILLAS PH 3 PB
LOT 0 0 1.000 22,000.00 $22,000
2$ PGS 3 TO 6
BUILDING INFORMATION
Bid Year Base Gross Living Est. Cost
Bid Type Fixtures Ext Wall Bid Value
Num Bit SF SF SF New
1 SINGLE 1984 6 1,020 1,322 1,020 CB/STUCCO $101,913 $111,992
FAMILY FINISH
Appendage I Sqft GARAGE FINISHED / 286
Appendage / Sgft OPEN PORCH FINISHED / 16
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed
Porch Finished, Base Semi Finshed
Permits
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad
valorem tax purposes.
"' If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value.
http://www.scpafl.org/web/re_web.seminole county_title?PARCEL=0220305GJ00000830... 3/13/2007
..... r.. ... au. ....•r-. ..w .v.-v�•� -o'avv ....., ..... w..,. ua.... ..•
Asr�M Cabo Com Approval for Upnovemmta to Estes' of Lake VzW
and CarltDO B04M .
Indrdcdom Please complete the following information and mail, or fix,
this fWm to the address below. Upon approval, a Signed copy will be
ferrvarded to yon. V?osral inspection by an Arebiiectural Control Connittee
Member, Assndation Dowd Member or Managing Agent may be
Mary.
Oplease
prw: n
Telephone Number aLNumber
Description of Improvements;
...
FOR FENCES AND AMMON_S: Applicant must subatut drawing on plat of Survey
of property showing it is 10" from rear properly tine:
Please.prwide drawing:
WL"
Approved by representative of ACC or
Association and of Managing Agent
I o
Date
to: Sanford Bidden Lake Was HOA, be -
P. O. Vol 1592
Sanford, Florida 32772-1892
Fan. (407)3024M69
7a
Y 'p x �,,, ►,�y a fLFAY. N
w►NfV Y
,Z " K 1 c IG
Code violations found during inspection
are required to be corrected. 2-
Plan/permit issuance does not grant
approval of a code violation. 2004 J
FBC109.1 1
1)-1 SP.o rJ
.140- K t c ►c PLA 'rt
I tt
t `1
J -I Er VIEW.
CG�PlrJC?aN
t � •� ti '.1.y1
Structural plan review is limited to a
general survey for code compliance. No
review is implied nor was taken to
w1rify structural adequacy
goVsC
PLA -Mg REVEWE
63a r Ovmv-) f(.,
0
0
ROOMS SECTION SA
HOST STRUCTURE OR
FOURTH WALL FRAME.
PANS OR PANELS
ALUMINUM ROOF SYSTEM
PER SECTION 7
CARRIER BEAM POST
TYPICAL SLOPED SOLID ROOF ENCLOSURE
SCALE: N.T.S.
ALUMINUM ROOF SYSTEM
PER SECTION 7
RIDGE BEAM (SEE TABLES
3A.1.4)
HOST STRUCTURE OR
FOURTH WALL FRAME
USE BEAM TO WALL DETAIL
TYPICAL GABLE SOLID ROOF ENCLOSURE
SCALE: N.T.S.
_ c� FNI
T.
a
LawrenciD E. Bennett,.- E•'FL # 16644
cmtalloa4;r�.aa�p.'r
P.O. SOX Sim �1yTA
w.: • - PA"
®
NOT l to w►�0L` 00%w rMr wr-Hour rr+t witrrntt+ rte 3*N O'tAw UMM R
--,C = F
SECTION 3A
SCREEN, ACRYLIC & VINYL `•ROOMS
EDGE BEAM (SEE•TABLES
3AA A & 3A.12)
I 'LW FOR 11
MAX.
UPRIGHT
I11HEIGHT (h) 1 x 2
IF 11 11 1 MIN. 3-112' SLAB ON GRADE
VARIES OR RAISED FOOTING
(FOR FOOTINGS SEE DETAILS
TYPICAL,SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37.38, 39)
W/ SOLID ROOF TY�. FRONT VIEW FRAMING
• (HEIGHT OF UPRIGHT IS MEASURED FROM
TOP OF 1' x 2" PLATE TO BOTTOM OF WALL BEAM)
'LW LOAD WIDTH
FOR ROOF BEAM
'P/2' 'Pl2' —
SIZE BEAM AND UPRIGHTS
_(SEE TABLES)
O.H.
SOLID ROOF /
NO MAXIMUM
(ELEVATION SLAB OR GRADE)
V
VARIES
ALTERNATE CONNECTION
@ FASCIA ALLOWED
(SEE SECTION 7 FOR DETAILS)
W
C9 m
za
C0 U
w E�-
C9
P = PROJECTION FROM BLDG.
LW = LOAD WIDTH
'P' VARIES -- I
NOTES:
1. ANCHOR 1' x 2' OPEN BACK EXTRUSION W/ 114"x 2-114" CONCRETE FASTENER MAX. OF 2'-0" O.C.
AND Wl IN 6' EACH SIDE OF UPRIGHT ANCHOR 1' x 2' TO WOOD WALL W/ #10 x 2-112' S.M.S. Wl
WASHERS OR #10 x 2-112' WASHER HEADED SCREW 2'-0' O.C.. ANCHOR BEAM AND COLUMN
INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS Wl WASHERS @ EACH POINT OF
CONNECTION. 4
2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LAD WIDTH VALUE OF P12 OR PR + O.H.
3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3
4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING
CONVERSION:
100 -1231 130 1 140 150
#10 #12 1 #12
TYPICAL SCREEN ROOM
SCALE: 3116' =1'-0'
li 6F5WTP)
Lawrence E. Bennett, P.E. FL # 16644
CNx x"ff Eit - Otmopm TIf Com=TAAT
P.O. 96X T� 32121
PAO4
3A-2
CCfY aaff rA4
p107 M"RtPROOVCZ7 it: \�•: ;:r. OR C1 VA.* f vvn-v SIT TN! "MIN PCR1it!{ ON Of LAWM" Q. wtaTT. PL
C)
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s:� �,���.� s -�,� ��itilie��la V 1`� i i.i�s ®t d iio a e� 61�;lvwsv , . .. • • w
COMPOSM ROOF PANELS:
(4)114• x 4° WO BOLTS W/ ...... • ::::::::
1 1!4' FEt�DERWIIS�£RS PER ::•:.:::::........."..
4'-0" PANEL ACR053 TIE ....................
FRONT AND 24• d.C: ALONG
SIDES
2° X 2' OR 2- X 3' HOLLOW
GIRT AND KICK PLATE 2' x 2''
HOLLOW RAIL
t7
YC IS ELS ATTACHED
HEADER ATTACHED TO POST
Wl MIN. (3) #10 x 1-112' S.M.S.
IN SCREW BOSSES
2'x 2'. 2' X 3' OR 3' X 2'
HOLLOW (SEE SPAN TABLES)
FOR SNAP EXTRUSIONS GIRT
ATTACHED TO POST WITH
MIN. (3)*#10 x 112° S.M.S. IN
SCREW BOSSES' -
POST ATTACHED TO BOTTOM
WI MIN. (3) #10 x 1-112'
S.M.S. IN SCREW BOSSES
TYPICAL UPRIGHT DETAIL
SCALE: 3' =1•-0'
I' x 2' OPEN BACK BOTTOM
RAIL
114' x 2-114' MASONRY
ANCHOR @ 6' FROM EACH
POST AND 24' O.C. (MAX.)
awrence•E. Bennett, P.E. FL # 16644
CNA: vw.4 R - DQM m.mr Tmr
P.O.00xr 4Riit21,
p oo.rNoarb� • oo ��weu�ca`ws+tit.ts 3A a
• • r�aaao`a �ettiu�rwrtwour n�+rrpil±•
Ma. tiv.a '
)N 7 .,. I SOLID R00PANEL PRODUCTS
COMPOSITE ROOF ANCHORING DET
17-7
:XISTING TRUSS OR RAFTER
#10 x 1-112' S.M.S. OR WOOD
WOOD SCREW (2) PER
RAFTER OR TRUSS TAIL
#10 X 314' S.M.S. OR WOOD
SCREW SPACED @ 12' O.C.
EXISTING HOST STRUCTURE
WOOD FRAME, MASONRY OR
OTHER CONSTRUCTION
#8 x 1R' S.M.S. SPACED
@ B' O.C. BOTH SIDE$ CAULK
ALL EXPOSED SCREW HEADS
ROOF PANEL
1STING FASCIA
ROOF PANEL TWASCIA DETAIL
SCALE: 3' = 1'-0'
FOR MASONRY USE
114' x 1-114' MASONRY
4CHOR OR EQUAL @ 24' O.C.
FOR WOOD USE #10 x 1-112'
S.M.S. OR WOOD SCREWS @
12' O.C.
#8 x 112' S.M.S. SPACED
@ B' O.C. BOTH SIDES CAULK
ALL EXPOSED SCREW HEADS
ROOF PANEL
ROOF PANEL TO WALL DETAIL
SCALE: 34= 1'-0'
WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE
POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS
SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-114'
WASHERS OR SHALL BE WASHER HEADED SCREWS.
HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH 't'. THE WALL THICKNESS
SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS
SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS.PPROPRIATE FOR THE MATERIAL
CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON LOAD FROM 120 M.P.H. FOR SBC
SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE.
ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING
CONVERSION:
100 -1231 130 1 140 150
#8 1 #10 1 #12 --#12
Lawrence E. Bennett, P.E. FL # 16644
cnn f4orgER . "Mowe.rT CONVArANT
P D. nOX 2143". 3oVTM DAY7'ot4k FL 32121
TQ/h"oNf: P"?97.1774
PAX: (3M)7*74664
r
I
..aa
Ip corruaxt leo.
i i, von ro K *V4tooucao IN vngL j opt w r AAT 061MOur rmj WRmul rta+as*4 0' IAWR9p0 L "NIFTY.
SOLID -ROOF PANEL PRODUCTS
e
PAN ROOF. ANCHORING DETAILS
=RIDGE CAP
#3 x 9110' TEiC SCREWS rc.
PAN RIBS EACH SIDE
CAULK ALL EXPOSED SCREWY
HEADS & WASHERS ,
#8 x 112." S.M.S. (3) PER PAN
AND (1) AT PAN RISER
ALTERNATE CONNECTION'
#8 x 1-114" SCRE•NS (3) PER
PAN INTO BEAU THROUGH
BOXED END OF PAN AND
HEADER
WHEN FASTENING PANELS
OR PANS i0';1•D0v ELATES
SCaE 1;s s ALL P. A' 1E A
'"
A1!NINIUM. EMBEDMENT OF .
CAULK ?.LL =EXPOSED SCRE`iV
SECTION 7
SEALANT
PAN HEADtR (BREAK -
FORMED OR EXT.)
HEADERS AND PANELS ON
BOTH SIDES OF BEAM FOR
GABLED APPLICATION
I
PAN OR COMPOSITE ROOF
PANEL
#3 x 112" S.M.S. (3) PER PAN
ALONG PAN BOTTOM
ROOF PANEL TO BEAM DETAIL
SCALE: 3" = 1'-0"
FOR C0MPOZISI T E ROOFS:
10 x (I. + 1i2") S.M.S. Wl
1.114."0 FENDER WASHERS
@ 12'0.0 (LENGTH =
PANEL T14ICKNESS + V)
C ROOF BEARING ELEMENT
(SHOVIN) AND 24" O.C. cc.
NON-BEARUNG ELEMENT (SIDE
vlALLS)
_.............
?� R,2t0FS:
(3) EAC 3 x 112" LOrIG S.M.S.
PER .NEL 4`!!',`V
PAti .Y
h �� 1Itill+ NWA
ROOF PANEL
(PEA TABLES SECTION 7)
SUPPORTING SES :N1
(PER TABLES)
ROOF PANEL TO BEANS FASTENING DETAIL
SCALE: 3" = 1'-0" .
Lawrence E. Bennett, P.E. FL #'16644 `•
Gtwl t►+GwitA . oCmoh!tMT Comsmr r
P o. pox r+sw. s:wrn aYrOw� R x+='
� t�ttt+�,a•i�ltat�rre •... � I
tNk 17M1141� �
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VAU
7.21
SECTION 7 SOLID ROOF PANEL PRODUCTS'
Table 7.2.1 Allowable Spans for Elite Composite Roof Panels for Various Loads
Elite Aluminum Corporation
Statewide Product Approval 00049
Manufacturers' Proprietary Products: Aluminum Alloy 3105 H44 or H-25 Foam Cors E.P.S. Si Density
3" x 48' x 0.024' Panels Foam Cor* .. h Denst
Open Structures Sown Rooms Glass 3 Modula( Roans of ng 1
Wind Mono -Sloped Roof 1overs Enclosed Cantl1sW
Region 132 3 4 132 3 4 132 3 4 All
---- __-- __-- 1 __-_ 1 ...... ..,ten anan loan I scan Roofs
130 MPH 18'-0' I 20'-2' I 19'-5' 1 15'-1' 1 1T-9' 16'-3' 1 11'-1' 117-11'• IZ-U' 1 4'-+r
140 MPH 17-4' I 13'-9' I 13'-3' I 12.'-4' 1 13'-9' 13'-3' 10'-3' I 11'$' I 11'-1' 1 4'S'
3" x 48" x 0.030" Panels Foam Core E.P.S. 11 Density
Open Structures
Screen Rckoms
Glass 3 Modular Roans
Overhang I
Wind Mono -Sloped Roof
3 Attached Covers
Enclosed
Cantllewr
Region 132 3 4
132 3 4
132 3 4
All
span span span
span span span
span span span
Roofs
100 MPH 1 24'-11' I 2T-11' 2T-0'
23'-10' 1 26'-8' 25'-9'
18'-8' 20'-10' 1 20'-2'
I 4'-0'
110 MPH 24'-11' - 2T-11' I 2T-0' 21'-11' 1 24'-8' 1 23'-8' 116'-2' 19'-3' 18'$'
120 MPH 23'-10' 26'-8' 25'-9' 20'-5' 22'-10' 27-1' 1 14'$' I lr-8' 15'-10'
123 MPH 27-11' 25-7' 24'-9' 17.10' 27-2' 21'-5' 1 14'-4' 1 16'-0' 15'$'
130 MPH 21'-2' 23'-7' 27-10' 18'-8' 20'-10' 20'-2' 13'-T'1 15'-2'
140 MPH 14'-5' 1 16'-2' 15'-7' 1 14'-5' 1 16'-2' 15'-T 1 12'$' 1 14'-2 13'$'
150 MPH 14'-5' 1 16'-2' 1 15'-7' 114'-5' 16'-2" 15'-7' 11'-2' 13'-2' 1 17-9'
4" x 43"x 0.024" Panels Foam Core E.P.S. 81 Density
Open Structures Screen Rooms Glass 3 Modular Rooms
Wind MonoSloped Root 3 Attached Covers Enclosed
Region 1b2 3 4 1x2 3 4 132 3 4
span span span span span span span $
pan span
100 MPH 23'-5' 1 26'-2' 1 25'-3' 1 27.3' 1 24'11' 24'-1' 1 17'-5' 19'$ 18--10'
'-5'26--2'25-3'206'22' 2'-2' 5-1' 18-0' 1T-5'
110 MPH 23
120 MPH 27-3' 24'-11' 24'-1' 1 19.1' 1 21'-4' 20'-7' 13'-9' 15'-4' 14-10'
123 MPH 21'-5' 1 23'-11' 1 23'-2' 1 18'$' 20'-9' 20'-0' 13'-5' 14'-11' 14'-8'
130 MPH 19'-9' 1 27-1' 21'-4' 1 1T-5' 19'-6' 18'-10' 17$' 14--2- 17-8'
140 MPH 13'•6' 1 15-1' 1 14%-r 1 13'-6' 15'-1' 14'-7' 11'-3' I 13'-3' 17-9'
150 MPH 13'$' 15'-1' 14'-7' 13'$' 11'x'
4"x48" x 0.030' Panels Foam Core E.P.S.11 Density
Open Structures Screen -R0
oms
creen Rooms Glass 3 Modular Rooms
Wind Mono -Sloped Root & Attached Covers Enclosed
Region 132 1 3 4 1&2 3 4 1d.2, 3 *4
span span spars span span span span span span
100 MPH 26'-11' 1 30'-1' 1 29'-1' 25'$' 28'-9' 2T-9' 20'-1' 27-5' 21'$'
110 MPH 26--11' I 3(Y-1' 1 29-1' 23'-8' 26'-5' 25'-6' 18'=r'
120 MPH 25'-8' 1 28'-9' 1 2T-9' 21'-11' 24'-7' 23'-9' 15'-10' 1 19',1`+f1
123 MPH 24'$' ` 2T-7' 26-8' 21'-4' 23'-11' 23'-1' 15'-5' 18'-'6' , ,7•Tv,111
130 MPH 27-9' 25'-5' 24'-T 20'-1' 27-5' 21'-8' 14'-7' 1T1 1'S'=9
140 M HI 15'-7' IT. 16'-10' 15'-7' 1 T-5' 16'-10' 13'$' 15'- ' 14'-9
150 MPH j 15'-7' 1T-5' 16'-10' 15'-7' 17'-5' 18'-10' 17$'
Note: Total roof panel width room width + wall width + overhang
Elite Aluminum
.W,d 1801 rrw.a
Ft. L.st2derdf)e
Tel: MU) 491-0700 f
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER - DEVELOPMENT CONSLiLTA':1
P.O. BOX 21436x. SOUTH DAYTo k FL 32121
TELEPHONE: (360) 767.4771
FAX: (366) 767d5M
PAW
7-34
4'-0'
4'-0'
4'-0'
Cantilever
AU
Roofs
4'-0'
4'-0-
4!-0*
4'-0'
4'-0'
4'-0'
4%V
Cantilever
All
Roots
m COOYRIGKT 2001 -
NOT TO BE REPRO:U.:LO III OR -N F.vI' WITHOUT THE WRITTEN P£R1113910N Of lAVvrtENC! a tl�errs>r.►a.
Mon
SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS -
.Table 3AAA-110 Allowable Edge Beam Spans -Hollow Extrusions
for Screen, Acrylic or Vinyl Rooms
For 3 second wind gust at 110 MPH velocity; using design,load of 11 #1SF (36 #1SF for Max. Canjilever)
Aluminum Allov 6063 T-6
[_2"x 2" x 0.044"
2" x 2" x 0.055"
Load
Width (ft.)
Max. Span *t: I (bending V or deflectlon'dr) I Load Max. Span'L' 1(bonding
1 b 2 Span 3 Span 4 Span Max' Wim (ft') 1 & 2 Span 3 Span
Cantilever .
V or 'in
4 Span Max.
Cantllever
S
1 V-4" d 1.
6'-7" d 1
6'-9' d I
1'-1' d 1
5 5'-8" d 6'-11' d
7'-1' d
1'-2" d
6
5'-0' d
6!-2* d
6'-4' d
1'-0- d
6 5'4- d .6'-7-
d
6'-8- d
1'-1' d
7
4'-9' d V-11' d
5'-11' b
0'-11' d
7 5'-1- d
6'-3" d
614" d
1'-0'd
8
4'-7' d
5'-8' d
5'-7' b
0'-11' d
8 4'-10 d
5'-11' d
614' b
0'-11" d
9
4'-5- d
5'-5' d
5'-3' b
0'-10- d
9 4'-8' d
5'-9' d
5'-9" b
0'-11" d
10
4'-3' d
5'-2- b
4'-11' b
0'-10" d
10 4'-0' d
5'-W d
5'-5- b
0'-11- d
11
4'-1' d
4'-11- b
4'-9" b
0'-10' d
11 4'-4" d
V-4- d
5'-2" b
1
0'-10- d
12
1 VA 1' d
4'-8' b
4'-7- b I
0'-10' d
12 4'-3- d
5'-2' b
4'-11" b
940' d
3" x 2" x 0.045"
3" x 2" x 0.070"
Load
Width (it')
Max. Span -'L' I (bondin
1 3 2 Span 3 Span
'b' or deflection'
4 Span Max.
Cantilever
Load Max. Span'L' / (bonding'b'
Width (ft.) 1 4 2 Span 3 Span
or deflection'
4 Span Max.
Cantilever
5
6'-0' d
7'-5' d
7'-7' d
1'-2- d
5 6'-9" d
8'-5' d
8'-7- d
1'-4- d
6
5'-8' d
7'-0' d
7'-2' d
1'-2' d
6 6'-5- d
7'-11- d
8'-0' d
1'-3" d
7
5'-5' d
V-8* d
6'-10" d
1'-1" d 1
7 6'-1' d
7'-6' d
7'-8" d
1'-3" d
8
5'-2' d
6'-4' d
6'-6' d
1'-0" d 1
8 5'-10" d
7'-2- d
7'4" d
1'-2- d
9
4'-11- d
6'-2' d
6'-3' d
0'-11" d
9 5'-7' d
6'-11' d
7'-0' _ d
1'-1" d
10
4'-9' d
F-11' d
5'-11- b
0'-11- d42"x4"x0.050:2
5" d
6'-8- d
6'-9" d
1'-1' d
11
4'-8' d
5'-9- d
5'-8' b
0'-11- d3'
d
6'-5' d
6'-7' d
1'-0- d
12
4'-6- d
5'-7' d
5'-5- b
0'-11' dd
6'-3" d
6'-5" d
1'-0' d
2" x 3" x 0.045"
Load Max. Span 'L' I (bending 'b'or deflection'd')x.
(ft.) 1 & 2 Span3 Span 4 Span Max.
Cantileve
Span'L' I (bending V or deflection'Width
2 Span 3 Span 4 SpanMax.
Cantilever
5
1 7'-6' d
1 9'-3- d
I 9'-5' d
1'-6" d
1 5 9'-8- d
11'-11- d
12'-2' b
I 1'-11- d
b
I 1'-10' d
6'-8' d
8'-3' d
1 8'-1' b
1'-4' d
7 8'-8'
10'-8" b
10'-3- b
1'-9' d
6'-5' d
7'-9' b
7'-0" b
1'-3' d
d
9'-11' b
9'-7" b
1'-8' d
9
6'-2' d
7'4' b
7'-1' b
1'-3' d
9 7'41' d
9'-5' b
9'-1' b
1'-7- d
10
5'-11' d
6'-11' b
6'-9' b
1'-2" d
10 7'-8' d
8'41' b
8'-7- b
1'-6-
11
5'-9' d
6'-8' b
6'-5' b
1'-2' d
11 7'-5' d
8'-6- b
8'-2- b
V-6-
Id
12
5'-7' d
6'-4- b-
6'-2' b 1'-1' d
12 T-3- d
8'-1" b
T-10- b
1'-5-
Notes:
1. Above spans do not include length of knee brace. Add horizontal distance from uAright to centerof brace to beam
connection to the above spans for total beam spans.
2. Spans may be interpolated.
b
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368. SOUTH DAYTONk FL 32121
TELEPHONE: (386) 767-4774
FIV(: (388)167.OW
PADS
3A-10
m cOPYR10HT 22W4
NOT TO BE REPRODUCED IN W14OLE OR L`I PART WIT140vT 110. `NF.n 7EN PERMISSION OF LAWRENCE E. BENNETT. P.E.
f
c
CTION 3A
SCREEN, ACRYLIC & VINYL ROOMS
l
ble 3A.2.1 Allowable Upright Heights, Cham Rail Spans or Header Spans
for Screen, Acrylic or Vinyl Rooms
Aluminum Allay 6063 T4 '
x 3 second wind gust at 110 MPH velocity; usin desl n load of 11 WSF '
Tributary Load VAft W ■ Pudin Spacing T -b"
Sections 3'-0' 3'-8" I 4W I 4'-0' 15.4"1 5'-8' 1. 8'-0' 8'•8'
Allowable Height 'if! 1 bending W or deflection
F it Y x 0.044• Hollow 1 9'-5' D I 8'-9' b 1 8'•2' b T-8' b I T4' b fy-11'• b 8'$' 0 I W -W b I 6'r b 5f� b
t" x Y x O.GW Hollow 10'3' b 9'-6' b 8'-11' b 6-5' b T-11' b T r b T3' b - ' 8' T-2• b
i' -x Y x 0.045' Hollow 11'-3' D 10'-5' ti9'-9• b 9'3' b 8'-9' b 6.4' b T-11' b T-8' 8'•8' b
3' x Y x 0.070" Hollow 17-9" dl 17-2' di 11'-r d 1(Y-1 t' b 'I 0'-5' b 9'-11' b 9'-b' b - b
Y x 3" x 0.045" Hollow I 17-9' b. 11'-9' bl 11'-0' b la -5' bl 9'-10' b 9'3' bl 8'-11' bl 648' b 8'4' b 8'-1' b
Y x 4" x 0.050" Hollow I 1fr3' bj W-1' bl 14'-1' b I 13'-3' bl 17.7 bi 17-0' bl 11'-0' bl 11'-0' b ta$' b 1a3' b
2' x 4' x 0.048" S.M.B. 19'-1• b 17' 8' b 18'-0' D 15 T b 14'-9' b 14'-1' b 13W b 17.11' b 17.8' b 17-1' b
Y x v x 0.050' S.M.B. 23'-7' D 21'•1 0' b 20W b 19'-3' 18'.3' b 17-5' b 18'-8' b 18'-0' b 15',S' b 14'-11' b
Y x e" x 0.050" S.M.S. 25'-1• b 24'-2' b I 22-r b 21'3' b 20'-' b 9'3
1' 01 16-5' bl 1T-9 b 1T-1' b ts-6• b
Y x Y x 0.044' Snap11'-3' b 10'-5' b 9'-9' b 9'-2' b 6.8' b 8'-3' b T-11' b T-7' b T-' b T-1' b
Y x 3" x 0.045" Snap14W b 13'-4' b 17-5' b 11'-9' b 11'-2' b 10' T b 10'-2' b 9'-9' b 91-Y b 9''1' b
Y x 4" x 0.045" Snap 17 T b, 16'3' b 15'-3' b 1 14'-4' bi 13'-7- bl 12'-11' b 17-5' bi 11'41' b
For 3 second wind gust at 120 MPH velocity; using design load of 13 WSF
Tributary Load VAdth W n Pumn Spacin
Sectlons T-0' 1 3'-8" 4%0' 1 4'-8" I 5'-0" I 5.8" I 8'-0" 8'4" T-0' 7'-0'
Allowable Haight 'H' / Dancing W or deflectlon'tt
Y 0.044" Hollow Y x 0.0Hollow 8'-8' b. 8'-0' b 1 7'-6' b j T-1' b I 6'-' b I 6'-5 b I 6'-1' b 1 5'-11' b 51-8' b 5'-6' t
Y x 2' x 0.055" Hollow 9'-5' b. 8'-9' b 8'-Z' b T-9' b T-4' • b 6'-11' b 6'-8'6'-8'-b 6'-5' b 6' 7 b 5'-11' I
3' x Y x 0.045' Hollow 10'-5' D , 9' 7' b 8'-11' b 8'-6'b 8'-0- b T'-8' D T-4' b . 7'-1' b 6'-10' b 6'-7'
Enap
0.070' Hollow 17-1' d 11' t 10'-8' b 10'-1' b. 9-r b 9'-2' b 8'-9' b 8'-5' b 8'-1' b T-10'
0.045' Hollow 17-10' b 11'-1 t' D 11-2' b 10'-6' b 9'-11' b 9'-6' b 9'-1' b 6.9• b 8'S' .b
x 0.050" -Hollow .14'-1t' b 13'-10" b 1Z-11' b 17-Y D ..11'-7' b 11'-0' b 10'-r b 10'-1t b 91 • b 91-1
x 0.048' S.M.B. ir-6' b. 16'-3' b 1S -T b 14'-4' b 131- b 12'-11' 131
17S' b 11'-11' b 11'-0' b 11''1
x 0.050' S.M.B. 21'•8' D 20'-1' b 18'-9' b 1T-9' b 16'-10" b 16'-0' b 15'-4' b 14'-9' b 14'-2' b 13'-9•
x 0.050" S.M.B. 23'-11' b 27-2' b 20-9' b 15'-r b 18'-7' b 1T-9' b 16'-11' b 16'•3' b 15'x' b 15'-Y
x 0.044" Snap 10'-0' D 9'-r b 8'-11' b 8'-5' b T-11' b T'•7' b T-4' b T-0" b 6'-9' b 8'-0'
'X0. 045' Snap 13'3' D 1Z-3' b 1' b 10'-9'
x 0.043" Sna 16'•2' b 14'-11' b 14' 0 b. 13'-Y b 17-6' b 11'-11' b 11'•5' b 10'-11' b 10'-7 b 10'3'
Hobs:
1. Above spans do not include length o' knee brace. Add horizontal distance from upright to center of brace to beam connectSeon to the
above spans for total beam spans.
2. Spans maybe interpolated.
A
El
Lawrence E. Bennett, P.E. FL # 16644 ���
cr VX aW*MXn . osv� O%Wgr coKsucTANT s
P.O. eax 1143M SOVM OAr7 W, n
TWJEPr101u: r.1M M4Tr4 �u
PAX. 0") 7eT eeee
M
Q cwrRfo+rT 7e.. OF IAWP� L 1044". P.L•
3A -24 ►+oT To ale ROAC0�7C[� d vnrxl on ., SMT vrmauT Tf+H Y�TIiTTiH ►waasra+
C.1
Florida Department of Community Affairs
Building Code Approvals
Application #:
FL1575
Date Submitted:
01/26/2004
Product Manufacturer:
Custom Window Systems, Inc.
Category:
Windows
Subcategory:
Wind Breaker
Evaluation Method:
Certification Mark or Listing
Referenced Standards from the Florida Building Code:
52etiga 511Adard Ym
ASTM E 330-02 2002
Certification ApPr,.;i:
Keystone Cortiflcatlons, Inc.
Date "validated:
01/26/2004
Performance level of the product and conditions or limitations of </= 75mph winds (windbreaker):
use:
Product is labeled requirement for
removal when winds exceed 75mph:
Window vents shall be removed when
winds exceed 75mph as per FL Building
Code.
Application Status:
Approved
App/Seq Product Model 00 or Name
Model Description
1575.1 Acrylic
Horizontal Slider 110x96
1575.2 Vinyl
4T Vertical Pin 44x73
157;.5 Vinyl
4T V;.rtical Spring 48x72
1575.6 Vinyl
2T Vicetical Spring 48x73
1573.4 Viny!
2T Vcrtical Pin 4802
1575,; Vinyl
2T Horizontal Slider 7302
ns
�a�F�!�R
L
k
.c
SCREEN
ENCLOSURE
MEMBER
BY OTHERS
CAULK BETWEEN
WINDOW FLANGE
d SCREEN
ENCLOSURE
# 8 SHEET METAL
SCREW
INSTALLATION
SCREW ANCHOR
WINDOW FRAME
HEAD
PERIMETER CAULK
BY OTHERS
WINDOW FRAME
SILL
PERIMETER CAULK
BY OTHERS
CAULK BETWEEN
WINDOW FLANGE
6 SCREEN
ENCLOSURE
SCREEN
ENCLOSURE
MEMBER
BY OTHERS
WL
R
SECTION B - B
# 8 SHEET METAL
SCREW
INSTALLATION
SCREW ANCHOR
SCREEN
ENCLOSURE
MEMBER
BY OTHERS
CAULK BETWEEN
WINDOW FLANGE
& SCREEN
ENCLOSURE
WIND W WIDTH
MAX, SHIM
SPACE
- PER110-EFERCAULK SECTION A -A
BY OTHERS
NOTES:
(1) THIS PRODUCT IS DESIGNED TO COMPLY WITH THE 2001 FLORIDA BUILDING CODE.
(2) WINDOW AND VENT MATERIAL SHALL BE 6063-T5 ALUMINUM.
(3) WINDOW VENTS SHALL BE REMOVED WHEN WINDS EXCEED 75 MPH AS PER SECTION 2002.3 OF THE
FLORIDA BUILDING CODE.
(4) SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX.
ALLOWABLE SHIM STACK TO BE 1/8". USE SHIMS WHERE SPACE GREATER. THAN 1/16" IS PRESENT.
(S) #8 x 0.750 SHEET METAL SCREW ANCHORS MUST BE USED.
(6) MAX. ALLOWABLE SPACING OF #8 SHEET METAL SCREWS, WITHIN 6" FROM EACH CORNER AND
SPACED 18" O.C. MAX. THEREAFTER.
(7) CAULK BEHIND FIN WITH LATEX CAULK. APPLICATION OF LATEX CAULK MUST COMPLY WITH
SEALANT MANUFACTURERS RECOMMENDATIONS.
(8) AN APPROVED MEMBRANE OR MATERIAL SHALL BE PLACED BETWEEN ALL DISSIMILAR METALS TO
CONTROL GALVANIC CORROSION.
(9) JAMB / SILL CORNERS AND ALL ANCHORS TO BE SEALED WITH SMALL JOINT SEAM SEALANT.
(10) ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING.
# 8 SHEET METAL
SCREW . ' $
INSTALLATION
SCREW ANCAOR
CAULK BETWEEN
WINDOW FLANGE
& SCREEN
ENCLOSURE
- _._ .---
CUSTOM WINDOW SYSTEMS, INC.
981 N. E.. 16th STREET
OCALA, FLORIDA 34470
"T' F CUSTOM WINDOW SYSTEM'S ACRYLIC GLAZED
ALUMINUM SLIDING WINDBREAKER INSTALLAI !Oid 1
INSTRUCTIONS INTO ALUMINUM PORCIi
ENCLOSURE, INSIDE MOUNT
SEN INFE--....._ .. ._.-IDP, tied !I( 1. ' .A;F 1112'01 ,..
NOTE: ^ � r 1 r Wt aic M F. N' T 5CYVS_GDt
TWO TRACK SYSTEM SHOWN, THREE AND FOUR TRACK
SYSTEMS HAVE SIMILAR DETAILS. QFa I-TTF.R i NWFT
FI Rf-r, t10 5 OF 6
PREPARED SY _
FENESTRATION CONSULTING SERVICES 3611 MONAD oT., NORTH PORT, FL. 31286 PH 941-423-75 18 FAX 941423-2420
Florida Department of Community Affalm
Building Code Approvals
Application #:
FL161
Date Submitted: _
09/18/2003
Product Manufacturer:
Custom Window Systems, Inc.
Category.
Exterior Doors
Subcategory:
Swinging
Evaluation Method;
Certification Mark or Listing
Referenced Standards from the Florida Building Code:
ISUQg &UdIIA XIU
ANSVAAMA/WDMA 1997
101/IS2=97
Certification Agency:
Keystone Certifications, Lnc.
Date Validated:
09/18/2003
Pcrfgrmance level of the product and conditions or limitations
of Guardian Balcgny Entry Dggr HQU-
use:
LC40 37x81
Application Status;
Approved
- .. -------------- --- - - -------... --
App/Seq product Model # or Name
_ --- .�__—._.. _ _------ --- -- - -.
Model Description
161.1 Guardian
-------------
Balcony Entry Door
D.0 -o " 1E93E7^
6v OTHERS
CALK BE TLn
C'CCTt fLAFEE t
SCTEEt E►aCURE
MaR ramc HEAD
EYTEFwR
t8 IMSrALLATM
sm, ANC1Ei1
SHIM AS RED'D
�'Sff KITES,
DO=R r?AME SILL
A
PMP0ER CJilr
tY CTf[RS
4
a L a a A 4 --
a a 4 a a
Luepi'LY AFPLT
CALK OR SET SXL \
D• CamOmTE DR ■ATALaY
- :ASTALLATIM ANP'OP
CpCRETE OR NASLRf 7A16• CA TAFC7-%
DY CTMERS
SECTION A—A
F
d�:'i�trhr:
.114 MAC
S -:M
Da1R
MCirerT
1-]141 A!N.
-r"5rDMEf{I
q.t— WEIR VISTN —1
cl offt
ter— ip1CK v19'M 1Y4• NAR 48 sCK'W A911'EYINk
L+IN SPAS[ IOCATIDNS �rljdel E'A "UGE
DD7R
\ Low
t"Ir AS if D -D �r7
AL tMIkIML�CyMwl,.rY�'y ®'
(M:1054N1,• p
- MIKBER Dr_OT«Elrr, 0
Z
[ATCRIoR
"-I—GALLA LAIEA--
r9 iNSTALLAiIfli CCIA fLANGC .ate
SCPEV 4.r,C+6+ SCREfA EMCLG ,
SECT] N
I. i 1COi FRA4E w►TtrtAL ALIISNUN KLOi
=I
2/ CADLK REMIND DCKA rLANGE ! •(A7' L ANM3S vD•M LATEX
CAULK, AFPLICAIMN OF CALKS a SEALANtE w1Sl C L:r WITH
SCwIANf xAY:fAC1/RERS REOLjE/2y1lr
3> f8 DSTALLAl1ON SEREv .nKm z4,o . a MLAI [ JrASS ID SE
4j) AT C& Ny(F QRAI DEAaaLLT ft"
AUE PLATE (2.OA� IKCD
Cr.MCAILDLC FIAiC
4
3`REV AU'WDM ! SILL MAT DE W
Slir1ClONi LENGTN 1D ACHIEVE " E"fiCp!LiMI T1r 1 ,3 4" Y11D
f1ASDNRr DF C74CRETC MAA ALLOW^ LC S*ACU65 arTVE[N
ADDITID'ML v%C" fAPCONS IC N i' rwm COMERS a 24. OC SAX
LOCATIONS 3) 1r CAASS IS Elft GLASS MUSI !_ TLAVERES IN6UWPT
LL.ASS AMI SINGLE G:AtIL4 ARC WIFL Ir ICD
0 94" AS fED'D. AT EACH INSTALL wiION AAC.Qt vlir LDAE
3EARNNG THIN NAA. ALL;DVA6LC Srlw STACA TO fL 1/41. USE s"tol
vf¢ttE Sf•Att
is
Cave /MM1 Inb•
7A INCTALLAT'IMA AS SIATED FERC?A C['NPIIES VIII 14E R(RI[A
WILECAG EME.
ELEVATION
VIEWED FRIM EXTERIOP
CUSTOM WINDOW SYSTEMS, INC.
OCALA. FLORIDA .
i]ESIGra PRESSURE Uva- GUARDIAN DC1C)R INSIALLA�ION DETAIL
]M ALl1MINUM PORCH EW_'LUSURE.
CAPACITY = ±50.0 PSF i%rCir w. ed 4A2zAoz
TVISL.EI ILARnAEt
jl�•`dA CIVIL &C -i N.T.S rw'oOtvSCl33
47182 N.+ AfLyr iKLL t O[ 1
nc.r4r r.. wprC. 4[F..Or�• r, Jy —7r avL. WR A+.. i•+..o+. n,a.u. v+ ..ra o wrr . r. M-ry
Legal Description
I.ot 33. HIDDEN LAKE YILLAS. PHASE Ill. according to the plot
thereof as recorded in Plat Book 2s. Page(s) 3-6. of the Public
Records ojSeminole County. FL.
Community number. 120294 Panel: 0045
Suffix: E F.LR.M. Date: 4/17/93 Flood Zone: X
Date of field work: 9126102 Completion Date: 9126/02
P
Certified to:
Jonnie Coddington; Broker's Title of Longwood. 11, LLC; American
Pioneer Title Insurance Company; ABN Amro Mortgage Group, Inc..
its' successors and/or assigns.
F.I.R.
C-1
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Property Address.
* 105 Clear Luke Circle
.S(Inf urd. FL 32773
Cf�EH9LeQ tri
Survey number: SL l l 33 2
1' LEC.4L CF.NCrW1rCrVn7pLCE09r0rP- R
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365 Waymont Q., SLe.109, Lake Mary, Fl, 32746
NOWo.r>�, 4-11. z �:� Voice (407) 68&7631 Fax (407) 68&7691
S
l'llis instrun1cnt hrcparui Dy.'
Richard H Zapf
2867 Stonewall Place
Sanford, F132773
Permit No.
STATE OF FLORIDA
COUNTY OF: SEMINOLE
MARYANNE MORSE, CLERK OF CIRCUIT COURT
SEMINOLE COUNTY
BK 06631 Pg 0587; (Ipg)
CLERK'S # 2007042436
RECORDED 03/21/2007 10:44:56 AM
RECORDING FEES 10.00
RECORDED BY H DeVore 01\�
Tax Folio No.
02-20-30-5GJ-000
NOTICE OF COMMENCEMENTt.-
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in
accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of
Commencement
1. Description of property: (legal description of property, and street address if available)
�L ear (✓tiT�t'i S�c�r-c{�� 3
2. General*pfapMon of improvement -
it) i il
mprovement-
i )iil rm
3. Owner information: JONNIE CODDINGTON
a. Name and address- 105 CLEAR LAKE CIRCLE
SANFORD, FI 32773
b. Interest in property -
c. Name and address of fee simple titleholder (if other than owner):
ntractor:
Exterior Homesavers, Inc.
2867 Stonewall Place
Sanford, Fl 32773 .
407-322-6149 SCC 056734
5. Surety
a. Name and address -
b. Amount of bond $-
6. Lender: (name and address) it
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be sewed as
provided by Section 713.13(1)(07., Florida Statutes: (name and address)
8. In addition to himself, Owner designates the following person(s) to receive a copy of the Uenor's Notice as
provided in Section 713.13(1)(b), Florida Statutes: (name and address)
9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a
different date is succified)
Sworn to a d subscribed before m at re of Owner
This day of %i%!GI�' (, ,200 ,(� ) .
o Owner's Name
=
Address JO Z.
R----
Notary's Name
AQ d
Notary's Commission Expiries: .Fe-1 �(,