HomeMy WebLinkAbout317 Marathon Ln (2)F 0
12/21/2004 06:28 4676485548 ANDR04SROOF � e`v PAGE 01
CITY OF SANFORD PERMIT APPLICATION
Permit # a! - / S?— \ Date: - O O �-
Job Address: 317 /"� -t—CA 6 ,rte �E®
Description of Work- 1 a S C�[ftxxj Woo -I 2 8 2006
Historic District; _ Zoning: Value of Work, S�Z�'�-S 3D' d
Permit Type; Btuiding Electrical— Mechanical Plumbing, Fite Sprinkler/,Al2rM - Pool
J
Electrical: New Seryicc - # of AMPS Addition/Alteration _,.,.. Change of Set -vice _ Temporhry Pole
Mechanical: Rc,0d*tttia) Non•Resideatial Replacement New (Duct Layout & Energy Calc. Required)
Pluinbing/ New ("ornmercial; 0 of Fixtures # of Water & Sewer Line* cf GRs Lities
Plumbing/New Residential: # of Water Closets Plumbing Repair- Residential or Commercial '
Occupancy Type: Residential _! Cort immial — Industrial Total Square Footage: '
Conftruction Type' # of Stories: # of Dwtlling Unita: — Flood Zone (FEMA forth required for other than X)
Paroel q: ->,-t - lq 3 1'3 V 1, COOO- 2�5 50 (Attach Proof of Ownership & 1 Destrip0on) \
Owners Name & )
Contractor Name &
OGo �"Lf
Phone an: T
Bonding Company:
Address:
Mortgage tender:
Address:
dress: /V 4
_ Phone:
-Address: /�7✓G°! S'GO C° 3 3' - M
F -6 )_ - State laeense Number'. 4 y p
yy7 6 %SJ GontactAtravn �!�_ 1 St��LJ Phene' ��7 6J
p�
Address: T. ( le--,4�....-,. • - - - . .._..
Appiicatiotl is hereby trade to obtain a permit to do the work and installations as indicated. I certify that no 'work or installation has commenced prior to the
issuance of a pc rmt and that all work will be performed to meet standards of all law's regulating construction in. this jurisdiction- 1. understand t at a separate
permit mustbe secured for EI,.F,f'TRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FVRNACES, POfLERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc•
G
Qjy[NER'e A, F� FIPAV IT: I aertity that all of the foregoing infarmation is accurate and that ail work will be done in compliance with all applicable laws reViarns
construction and i mina, WARNING TO OWNER: YOUR FAIT -URE TO RECORD A NOTICE OF COVMENC#MFNT MAY RESULT IN YOUR PAYING
TWICE FOR INVROVE5MENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CON,5ULT WITH YOUR LFNDER.OR AN
ATTORNEY BEFORE RECOR.DTNO YOURNOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this pemait, there may be additional restrictionsa 1' city that rna` nun th ublic neer& of
this county, and there may be additional permits required hart other govemment&1 entities :ch as water managemer,c 's sate a c+e , or federal agencies.
Aaaepance of pe is Ve"'I'leppr that I 'l] n tyr vwnet' of the prapert) of the rept FS 11'
zwreofcan etor/AE trite
0
Signature of Notary -State of Florida
6m e -"-
'?v - (.
Datc Signature of N�caryata�ofFloria Date
Ovmer1Agent is eersanath- Known to i�lc C'ontracwriAgo r a.,_- . Parsuna{ly'n'^Own to Me
t!r;11rws: ---.::.—..... VD:
—
iitcu:al 8e f)ate) (Iniita! 5;, Jate1 (ini:ia, Sc '.Jute) (initial do [)etc
tipdcfai Cunditicuts:
RENE BETANCOURT
. Par a�
<<;-Notary Public - State of Fl3As&n.
* _MytmmissionEoesOct 31,
Commission # DD 3676
9l P,
%° 0''i Bonded By National Notary
` RENE BETAEN
]28,
;,�o."�Y nU°`� ;Notary Public - 09
«" «.-:MVComm1sslonEtn
Commission p•.O �'Bonded By Natio
fA
Seminole County Property Appraiser Get Information by Parcel Number
Page 1 of 1
http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=29193150100002590&cpad=marath... 6/20/2006 ,
I
DAYit3 ,.1OI'{Ai.SS)Hw +ui"#1i ASA
i .R.< ,P,_-
[TI
PRAPER'i"V
APPRAISER
IITFfl
I
� +
s7 P4
SEM040E COUNTY FL,
1101 E. FIRST ST
-
SANFORD. FL3277t-746+8
Z
r
407-665-7506
qq
2006 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Parcel Id: 29-19-31-501-0000-2590
Number of Buildings: 1
Owner: GOMEZ NATANAEL &
Depreciated Bldg Value: $151,175
Own/Addr: AGENJO RUTH M
Depreciated EXFT Value: $0
Mailing Address: 317 MARATHON LN
Land Value (Market): $34,000Land
City,State,ZipCode: SANFORD FL 32771
Value Ag: $0
Property Address: 317 MARATHON LN SANFORD 32771
Subdivision Name: CELERY KEY
Just/Market Value: $185,175
Assessed Value (SOH): $185,175
Tax District: S1-SANFORD
Exempt Value: $0
Exemptions:
Taxable Value: $185,175
Dor: 01 -SINGLE FAMILY
Tax Estimator
SALES
2005 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp Qualified
2005 Tax Bill Amount: $220
WARRANTY DEED 11/2005 06034 0221 $228,700 Improved Yes
2005 Taxable Value: $11,000
DOES NOT INCLUDE NON -AD VALOREM
Find Comparable Sales within this Subdivision
ASSESSMENTS
LAND
LEGAL DESCRIPTION
Land Assess Frontage Depth Land Unit Land
PLATS: Pick...
Method Units Price Value
LOT 0 0 1.000 34,000.00 $34,000
LOT 259 CELERY KEY PB 64 PGS 85 - 96
BUILDING INFORMATION
Bid Year Base Gross Living Est. Cost
Bid Type Fixtures Ext Wall Bid Value
Num Bit SF SF SF New
1 SINGLE 2005 8 1,720 2,185 1,720 CB/STUCCO $151,175 $151,935
FAMILY FINISH
Appendage / Sgft GARAGE FINISHED/ 455
Appendage / Sgft OPEN PORCH FINISHED/ 10
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed
Porch Finished, Base Semi Finshed
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.
Page 1 of 1
http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=29193150100002590&cpad=marath... 6/20/2006 ,
Limited Power of Attorney
k-mwi
I hereby authorize Anr,,W rn$0 of KQCD Inc.
To sign his/ her name on my behalf in order to a ply for a building permit
For the work to be performed at:
Lot # -).,5 cl Subdivision C e\ems l�e�
Address ` W-�
Aluminum re Inc # C 093
Type or pr' name of co any and lic of ntactor
Signature of en d Contract
State of Florida
Orange County
The foregoing instrument was acknowledged before me this Flay of
of qQ_V, by Frank Cardenas. (name of person acknowle mg) /
sPRY pie RENE BETANCOURT
e° ; Notary Public - State of Florida
* ' MVComm!WonE Oct31 2008 Signa of Notary Public state of Florida
»°` Commission # DD 367628
�� �o� ` Bonded By National Notary Assn. 1-4�1
v 4 /t
Print/ Type commissioned name
Personally known or produce identification
Type of ID produced
PLAT OF SURVEY
DESCRIPTION: (AS, FURNISHED)
LOT 259, CELERY KEY,
AS RECORDED IN PIAT BOOK 64, RAGES 85--96, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
NOTE:
THE FINISHED FLOOR ELEVATION OF THIS
}- STRUCTURE MEETS OR EXCEEDS THE
< THE REQUIREMENTS SET FORTH IN THE
3 CITY OF SANFORD CODE CHAPTER 6, SEC. G --'/(A).
W
5
'IS
m
Q I
MARATHON LANE
RIG141 OF WAS
.-CENTERLINE Cf ^'
T
RICHOF
__ .._._._— CENTERLINE
___ _ _. �„•:� .. N88'o6'OU"W
371.19' 1
.;i.-._.... -- - -
341 to
30.00'
(FIELD DATE:) .07/01/05M
Sg
60.00'
P114
589'56'00"E
in
WALK Ib - -'--?
0. s' otr ',, -.i':•g^{'h
I WALK r.;
CONCP.I'TE DLCr:h4ALL
O.o_ OFF
�j'•
1 ,0' 1111-1tY
F`
PLOT PLAN 05-08-05 DIC
CONCRETE 51.111.1
C/W
CONCRETE WALr-
F�.F..M.A.
FEDERAL EMLRCL"12-e WANACEMEI1f AGENCY
FNU
LOT 258
N 0 TI
I `CUNT
I �.i,3RIV
I'
,
O
I
I 'n
1 �I
I
I
I
LOT 233 1
T. Ai.L DIRECTIONS AND DISTANCES HAVE
BEEN FIELD VERIFIED AND ANY
INCONSISTENCIES HAVE BEEN NOTED ON THE
SURVEY, IF ANY.
2. PROPERTY CORNERS SHOWN HEREON WERE
-,ET/FOUND Of: 11-08-•05, UNLESS OTHERWISE
SHOWN.
3. THE SURVEYOR HAS NOT ABSTRACTED THE
LAND SHOWN HEREON FOR EASEMENTS, !RIGHT OF
WAY, RESTRICTIONS OF RECORD W141CM MAY
AFF -ECT THE TITLE OR USE OF THE LAND.
4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN
LOCATED EXCEPT AS SHOWN.
5. BUILDING TIES SHOWN HEREON ARE TO
.!NP(NISHED FORMBOARD/FOUNDATION AND Alit.
NOT TO HE USED TO RECONSTRUCT -mE
BOUNDARY LINES.
I HAVE; EXAMINED IHF FA.R.M. CUIMMUNITY PANEL NO 12U204 0628
E DATED 4/17/95 AND FOUND 171E SUBJf_'CT PROPERTY APPEARS
To UE IN ZONE X AREA OUTSIDE 100 YEAR FLOOD PLAIN. THE
SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMAT.ON.
PLEASE CONTACT 111E LOCAL RE.M.A. AGENT FOR VERIFICATION.
ELEVAIIONS SHOWN HEREON .ARE RAISED ON SEMINOLE COUNTY
VERTICAL CONTROL AS SHOWN.
1 21
LONCR�` T G F[iROf;Y.
RESIQENCr
f;NIS F1UQrT
�IF.VA
IONrt usu
40/-
L OT
/-
LOT 2 79
89*56'00"W
60.00
_C)T 2-;2
I
BEARINGS SHOWN HEREON ARE BASED
__ .._._._— CENTERLINE
ON IME NDAT14 LINE Or I.UT 2SO
RICHT OF WAY UNE
BEING S89.5b-00-E, PER PLAT.
F%IST0IG ELEVATION
(FIELD DATE:) .07/01/05M
.�
CONCR:; f:C
REVISED:
C'CALF: 1 = 30 FEET
' N.
AP?ROVED UY:--
I:F:W
CONCP.I'TE DLCr:h4ALL
FINAL 11•-8-05 i)!!B _
JOB NO, — ASM48607
FORMBOARD US/M.)/05 CAC
DRAWN BY: _ _ _---
PLOT PLAN 05-08-05 DIC
LOT 260
I"=30'
,,ggal;U&J�ALE
0 15 30
' HIE AENE:FiT AND
1 LX, ' E USE OF:
N
Dill TITLE OF FLORIDA ?NC.
A ! FIDE_i IlY NATIONAL 117LE
INSURANCE COMPANY OF NEW YORK
I NATANAE1. GOMEZ AND RUTH M. AGENJO
CHI MORTGAGE COMPANY, ,1NC.
1 -.OT 231
LEGEND
_.._......._._
__ .._._._— CENTERLINE
RICHT OF WAY UNE
A
F%IST0IG ELEVATION
A/C
AIRr CO.eC.LONEN
CONCR:; f:C
r,
CHORD LEnr:IH
' N.
CHORD (ICAR.*;
I:F:W
CONCP.I'TE DLCr:h4ALL
CNA
CONNER NOT ACCCSS'LL
CP
CONCRETE PAD ..
CS
CONCRETE 51.111.1
C/W
CONCRETE WALr-
F�.F..M.A.
FEDERAL EMLRCL"12-e WANACEMEI1f AGENCY
FNU
°OUNo
II:
NENTkICATIIX.I
'
ARC LENGTP
tR
U(;CNSER i)UFnF;Ci7
LS
LICENSED SIJRV-.Yf)r,
SIDEWALK
IYP
JH.I
OVERHEAD UTILITY LIOL
32789 (407) 47.8-•7979
QFND NAIL AND DISC
LD #5736 (11/08/05)
0
FND 1/2" IRON ROD AND CAP
L8 #'83;0 (1'/u8/05)
A
DENOTES pELiA ANGLE
(P)
PER PLAT
PC
DENOTES POINT OF CURVATLIkF
PGG
POINT or COMPOUND CURVE
PCP
PERMANENT CC':TROL POINT
PI
DENOTES POINT Cr INTERSE<;'rjON
PK
PARKER KALON
POC
POINT ON CURVE
PDL
PONT ON LINE
PRC
DENDTF.S POINT OF RLVFRSF CURVATURE
PRM
PERMANENT REFERENCE MONUMENT
PSM
PROFESSIONAL SURVEYOR AND MAPPER
PT
CENOTES POINT OF TANGENCY
P.
RADIUS
RP
RADIUS POINT
s/W
SIDEWALK
IYP
TYPICAL
UP
UTILITY PAD
THIS IS A dOUNDARY SURVEY NOT VALID
WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL. OF A FLORIDA LICENSED
SURVEYOR .44D MAPPER.
/%';��o s
FOR
THE
FIRM
JAMES JAY Jr..S P SM #4957 DATE
Customer: A-7 A-�V P
Address: 3 1.7 _ /''1
City: `S
Subdivision: C
f�
3Y,
* DRAWING NO'S TO SCALE
=
Z -
21
Z
e Insulated / Pan
Roof Typ :
sion Co o its. / Bronze GA
Extra
Screen Type 18x / 20x20
» sed / Smooth w G+
Kickplate ibos
of Downspouts
Gutter Yes
eam:
3 U x
Doors: a,
SCREEN, ACRYLIC &-VINWL• ROOMS
EDGE.BEAM (SEETABLES
3111.1 & 31 1.2) -
t 1W FOR
(ti.10 x r
'�- MK 3-1r1 SLAB ON GRADE
VARIES '�`''�OR RftM FOOTING
TYPI[.AL . ACRYLIC OR VINYL ROOM (FOR --M UIGS SEE DETAILSW/ SOLID ROOF TYP FMUMEIN FRAMNG PAGE 311,3'7, 38, 39j • .
' (fE30-iT OF UPRIGHT IS MEASURED FROM
TOP OF 1' x r PLATE TO BOTTOM OF WALL BEAM)
SRF BEAM AND UPRKGHTS
(SEE TABLES)
Ox
NO MAXIMUM
(ELEVATION SLAB OR GRADE)
VARIES
1W LOAD WIDTH
FOR ROOF BEAM
'Pr2 'Prz
ALTERNATE CONNECTION
FASCIA ALLOWED
(SEE SECTION 7 FOR DETAILS;
w
Z
F= v
�5,
P = PROJECTION FROM BLDG-
LW
LDGLW = LOAD WIDTH -
��p- P' VARIES
.1: +ANCHOR 1'x2" OPEN BACK EXTRUSION W1 iW x 2-1W CONCRETE FASTENER MAX. OF 2-0r,O _C_'
0 AND w/INV'EACH'SIDE OF UPRIGHT ANCHOR 'I'x r TOWOOD WALL W/ #10x2-lW SAI S WI
WASHERS OR #10 x 2-1rt WASHER HEADED SCREW 2-0r O.C_ Amci TOR BEAM MID COLUMN
INTERNALLY OR WIAKU40R CLIPS AND (2) 08 SCREWS W/ WASHERS a EACH POINT OF
CONNECTION.
2 SELECT FROI+F! WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR PTL; OH
3 SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A13
4_ ANCHORS BASED ON 120 MPH WIND VELOCITY_ FOR HIGHER WIND ZONES USE THE FOLLOWING
CONVERSIOAt
1100-123F 130 1 140 150
#8 iT10 A"2 12
TYPICAE. SCREEN ROOM
SCALE 3HV =1' -Or
Lawrence E Bennett, P.E FL # 16644
0-xv4pwa t -mw QPf16r GmwX70wr
PD- BOX zmmw. soum OAWOK%FL32T21
mqm- 7s
FAM COR70-SM
6E'
® C�OVnOOff7DW .
3A-2 llOT70 BER LICK N NMp E OR Aa PAMF 1M""MWTM'Wg1T" P OF UAB E BBmM P F
GLASS & MODULAR ROOMS
RrucE CAP
28 x Ur (3) PER PANEL
#8x7?@2r.0JC.
/
/ tC
/
! X
SECMM m
x
n BERM SUPPORT STUDS
9YPr-AL)
RECEWING CHANNEL
(6) #8 x 1rz S_ At S� TO STUD
AND (8) #8 x Vr SJKS- /
TO BEAM
/
GLASS ROOM FRAMING DETAILS
SCALE 3= I, -(r
Lawrence E- Bennett P_E FL # 16644
� - aEvsc�.ie+rc�urw,rr
P -p BODC21�.� �R3T1Zt
. 7$8H0�lE (�7Qy774
FAX- (dM M -S y
® CWyWG rias PACE
NDT70 BE RUMOUCED R# V*WtE OR M PART riI "WFTW WMTr f P@RUsSSXN OF LWFaI F E eSoWn. PX-- .3B45
ACRYLIC & VINYL ROOMS
SCR*
ALTERNATE CONNEOTION
DETAILrxrwnH
SCREW BOSS
(2)690 x l VZ S. lL & W0
SCREVI! 6M
ANCWR 1-xrM7ETv
-
CONcRETEvwvrxz-lw, .
CONCRETEANCHORS WnM
VOF EAGN SIDE OF EACH
POSTAND 24' O.G MAX
MM. S-ur SLAB 2500 PW
CONC 6x6-l9x10W.WAt
'r
F+
M .17
k- I ON
ORRMMESH
VAPOR BARMER Uig _
CONCRETE
ALTERNATE HC LLC
ANCHOR r x r CHANNEL TO
CONEWITH
1!4'xZ-VTCONCRETE
ANCHORS WMGN 6' OF EAC14
SwE OF EACH POSTAT7W
G.Q MAX OR THROUGH
ANGLEATW O�Q MAK
MD& 3-V,r STAB 2500 PSI
CONC. b7c6-lW0 W.WJrL OR
FWEIZ MESH
VAPOR BARRIER UNDBt
CONCRETE
AL
BEAM ! HEADER:
ANGLE CLWS MAYBE
SUBSFI JU1 ED FOR INTERNAL
SCREW SYSTBIS
W& (3) #10 x 1 trr SJAI S
INTO SCREW BOSS
I' x 2' DCTRUSKM
I -11W MK M CONCRETE
)PRIGHT TO BASE AND
'TO BEAM DETAIL
r=,r-4r
TERNATE PATIO SECTION TO UPRIGI-f
PATIO SECTIOW TO BEAM DETAIL
SC.ALE':' 3 =1'-0r
Lawrence E- Bennett, RE_ FL # 1664
t71'i�'+�-�or�rroon�vwr .
PA_ Bmf 2f i'16f, SpUM p�YTpy� q ��
Tasimme poem -am
FAL p"N7.00
(4) #10 x lir SJYLS EACH SIDE
OF POST
H BAR OR GUSSET PLATE
rxrORrxXORrSJN.B
MM_ (4) X10 x 1!r SAVLS. tb
EACH POST
1' x r EXTRUSION
MAr MM. M CONCRETE
AND
E
3A-4 ®corriosrrF�.
MOTTD BE iiEPRODUCEDM V V"CM OR M PART W.F MOW TME WRMEW P K
SEGIN 3A.
114' x b' RAWLTAPM
-THR0UGlt 1'x rAND ROM/
L= RM FIRST COURSE OF
Bpi=
ALTEMUE CONNECTION OF
FOR
BRICK OR on*R NON-
STRucnAAL IOWEE WALL
i' WIDEx o.Wr7mm STRAP
EACH POET FWM P05TTW
F007M W/(2)#IOx3W
S.Ms- STRAP 7O POS TAND
(f)'Wx I--3W1APCONTO
SLAB OR F097Ni
BiJCK KNEE
11,411
r ti
Ll
scmr_- 3/4r=7' -o'
AWMV*M FRAME _SCREEN
WALL
ROW Lom
BF" 1MEWALL TYPE S
MORTAR REQ FOR
LOAD BEApjNG BRICK WAIL
4' (N01111Ay PAM
ATE SLAB (SEEN" WES
CONCERMGFlBFR MESH)
('1}#5 0 BARS W/ S' COWER
OYPICAL)
WALLS
4 W (7) X15 BAR CONT.
7YPE1
FLAT SLOPE! NO FOOTING
Noes` o-r/ir
Ar—
ti
TYPE A
MODERATE SLOPE FOOTING.
2"1121- It-Ig-
TYPE a
STEEP SLOPE FOOTWG
>Vgtr
7_ The fo g shown are based on a minimm sod"
I" be'e"; . odor to Placing the slab. by field set gof bb vsC searing COPeCity of sol
2. The stab/ kwxfationshap be deared of
3- � g o t so co -Vl (4' roots, and M"Vod ed prior to placm ern of concretp.
b°"' boss s�nrcb�er o1`thit carport o or when ad&es�g erosion until the prgec5on
4_ requb iirc std � ecL AD slabs shall be -Ur bei" #16Lxceeft
20► -0r_ Then a rrrrnun of a Type p footing is
Aftorad oar*+W fiber mesl�c h ® Mink �� with S x 6 mm x 10 we/d� wire mesh or
mon may be used in Neu of wire mesh. (FOnnertY Fi6ermesh MD) per mmbctxWs
5_ ff Ictal burg codes reqube a n
code: Loral code gm teo5rg use
yType g tooting or erg secdbn reWired by local
(See adMonral detail 1br des 1ocaWd m Orange
f% ti a grrier beam or fourth wap irarne is ' FL).
retired use a Type q footing menrrrurn
SLWQOTING DETAILS
SCAlk ar= r-o-
Lawre Bern tt, P -E- FL # 96644
Qersayslevroarvrczarr
vv_aox zmxk swm �YMO". Rear
F'w p� �
A-38 f
MmToe"
»wwriotF oa M wor.....--
SECTION 3A
SCREEN, ACRYLIC &• VINYL ROOMS
Table 3A.l-"10 Afiwwable Edge Beaal•Spails - Holbw E d M S;0M
for Sneer, Ac=Vft or TWA fZMw
Tgust at i10 MPH vd°c : Berg dam+ bad of ii ASF PS NSF for Ib9=r_ABry GM* Car�le+rer�
r:r:oo� rxrx
1T� Span 1. / Ebes�j'b/ a dr�ecSon •
Load !� � 1 I �ds+g IW OF drAaSoo .
a2 ; ,�ybq� AML
MOM) a2 3Spos
;gam
Aw
5 S -C d 6a' d 6-9' d 1 .r d
6
3 �' d E"11' d
T-7' a
enol rei
t'� d
rw d �r d 6t -d' d T-� .d
7
i S`t d S -r d
SS d
1-t- d
4-W d sw d SL1T b• Q Ir d
$
- 7 r d G-3' d
S -s" d
T V d
4a- • d Ste' d S -T b V-11' d.
3 10r d 5-11' d
Ei t b
4 s -S d
! d$ d S -J' d
SW t
0� iT d
10 4 d Ste-. D ¢ti- b Q �► d
ifi �� d S$ d
S$
O=iT d
ii 4 r d d:iT 6 4-V b p_ d
i1 �� d 9-r d
b
�r b
0-1T' d
b pL� d
d S -t b
4r -Ir b
at -lir d
0-u r• d
3'xrx0.W6r'
Load I name, gpM 1'/ g V or denecam •
Lmad t/
•
1 a 23 Son, s bow nam
t rAft py
b or dleAeesGo�.
a ZS�w 3 Sip
,6 30wo
AM
5 6'4r d T -V d 7--7" d - —
6 S-ar d T -0r d 7'.,Z-
; E;� d SW d
5-71 d
Tom- d
O TAY d
-S-d. S -S' d al W d 'r -l' d
i S� d 7'-11"d
S -Q d
1--T- d
3 5'-r d' S-{- d SEV d T -W d
.7
3 W --T it T -S d
T$ d
1-3' d'
9 4-1T d Ste' d S$ a O�tY d
! W -A r' d T -r d
?'-� d
7=r d
to 4$ d ds -1T d Stir b D-11' d
7-fd 1t' d
s$
7--Wd
7 _t- d
ii 4'-6r d S-? d• r^$ b O=ii' d
d " d
S d
IF -r d
7-T d
i7 •• d -r ^$ b V -t1- d
S -S d
t2 3=1' 0
6-T d
J'W d
rx3•xO.pes
rxr R06or
d•
1=P d
��aOc Span i'! (bene6ng W or de0ecdoe'
Land Yae�Spaw 1' 1 g'br or deilecbo�
i 92 3 Spay d S�os
1.15—
&2 3 Span
4 gees
Naomi
5 T-6• d W -3r dCa
9$ d T -V d
6 T -Or• d S$ d
S -
WW d 11 11- d
12=r b
"ie�
1-11- d
S-8• b T- d
7 s"S d �' d 8!--rb
a ?-1 d it d
7t=1' b
It -lir d
11-4 d
8 6S' d T'9' b T$ b r -T d
7 Ste' d 1d-� b
ivy- b
T -r d
s V-11 b
9 S' d
9'a- b
1•-6r d
10 W 1T d 7i' b 6r$ b t' -Z d
iD r-ir d 9-W b
9-r b
1-T d
z 5r -!rd s -W b �S'' b T -Z d
it
. � 5-7- d s� ,b G-2' b T -T d
7W d S -S b T
Tb
itzT
T- S d
/Iohz
T� d $-T b
T -10r' b
-r d
I- Above spans da not include kmgM of biee be2oe. Add hp®real
ddarrte bm ulx b
aonr�cc5on m �e above spans Iv tocol DParn sperm
oerwe: of brace
10pearl
Z spam maybe iftTobjUL
.awmnce E_ BenneM P -E- F1 # 16644
av; °i#GV*3M- VE"sVPMDrCM=i wnr
P-0 W%ZU3%,SWMOi►YT0"kFi32W
TE=F7"aw-- 096170:-r/s .
FAX-- 0OR70-GM
A-10 I ®°orrraGrcr ass
npT'M 8E REpRpptK:W M WHOLE OR w P=rV$rn&, . rr�
S � 7 SOUb ROOF PANEL -PRODUCTS
Table -11A Affo mabW SpaM Wkxhls#y Standud WAw Panels for Varmus Dosis
Ab miWua<Ta No'/ 3105 W2&
� x •rr x v�ua. � a � •••• ,••� .
o�
scseyes
Rpoms
- --
Root
4
spars
6 a modubff
blooms
oves6aug/
ria
7v�-9•
19-6'
1F Io r
a nm� COMS
18-10•
Emclosed
iZ$
Can6e+rrs
Region
1aZ
3
4
faZ .
3
4
•1r-1Qr
18-2
4
Al
id-iV'
spas
spas
,pas
�
spoor
�pas
IVLT
iG-r
spas
R�oOis
100
td -r
ITar
t8.4
13$
Ir V
1TA'-7
I5--11'
17-C
19-r
Jr -W
710
yr 1'
iT-tr
IS4
1Z$
1S. r
�V$
tS.S
13-9•
13�$1T-�
12-1.
mr .
- i0•
moir"I
1r$
1T. -9r
W I-
ts$-7
JL43
13-J
tz-1or
3$
1z -r
I3=2r
1s�3
tr♦r
ir-r
u -tor
iS.r$
13A'
9-2
tZ$
gra'Immm
3-S
IZ- r
lsS v
16$
ITur
14'$
'K -T$'
IT -tom
3a'140
1Q r
i2$
7Z$
1Q 1'
12$
7Z-�I=r
1r -r
3-r
1501�Fi
70r r
1Z-�
tZ$
ter
IZ$.0x-6'
IO$
3.r
.-
vrwd
Region
pyo
-1&2.
span
3
span
- --
Root
4
spars
- S,ose� Rooms
& Aift~ t:olr
192 3 -4
spow spot► span.
G'fass 3 Modem i0000as
Endow+
fat 3 4
.span spas span
O�a_ng!
CaQdc+is
N
RQoft
100 NPM
7v�-9•
19-6'
1F Io r
td -14r
18-10•
19-r
iZ$
1S.6r
19-V
d -Or
110
15'-r
19$
IV -10•
i3 -r
•1r-1Qr
18-2
IT -3
td$
id-iV'
C -4r
In MPH
id -6•
11<10r
19� 2
13-Z'
IVLT
iG-r
1W4r
iia" .
13-11'
4-0r
'T23 MPM
74$
1S -r
IS$
i2 -i1'
I5--11'
17-C
1S -11r
d-0'
130 NPH
16-r
i30 NPM
tr-a'
1T-4'
1T -g'
i2$
tS.S
13-9•
imz'
12-1.
mr .
- i0•
moir"I
v r
13$I
13-v
fur 1i"
73-5
13-J
7$
Iz-r
1z -r
3- r
150 AWH 1V-11'
13.6•
1 13$
10-11'
13$
13A'
9-2
tr-d'
1 1T -r
3-S
M"
opima S&Wcawes
Yotwstooed
1a2 3
Span spam
Roof
4
stwemifteam
a AMached Comes
192 3 4
Spars Span Spon
suss a Yod►dar Rooms
Enckmes
fat 3 4
span . -VMW span
ov"10091
Cmblevv
A0
Rods
100 MPH.
IS$
2ZW
Z3 -T
1r -IV'
2Z -V
2Z$
74=r
IS -r
IV -r
d -V
mm"I
1S -S'-
22-8•
23$
16W
2W-10•
2r -r'
I3 -W
IT -9•
184'
4-7
im lit iT-ur
2z -0r
27$
IS -S
19-10r
2W-7
12-1r
1�1r
16'$
d -V'
to A"
Ir -r
21'$
21=10,
Is -2'
11$
1911-1u,
12$
17-C
1S -11r
d-0'
130 NPH
16-r
20-4'
'W -v'
Ida'
18$19r
r
11-11'
R�r
1SW
d-01
t�OMPM
12$
1SA•
IF-.
129''
1S$
tG-r
1r-4•
1d$
I'r-r
d -P
130itpM
,2.9•
1S$
1G' -r
72-9•
iS•$
1�r
1DI-8r•
13�•
1d -Or
d$
NO= Tod root pend WWft = wan wort +nor *Wm - owem n9-•
Lawrence E_ Bennett, P -E_ FL # 16644
aM orc+MtM- tt.0EXWMerrGM4UErarr
P.0_ BOXr4;M SOUm+QgYTOK%FL 32121
Tu""O - Veo7sa4,a _
FAX peO767MM
®mss - •
7-30N"TOBEFdUMVVVCEOQtw►IMFORS+PART w[TM0VTTNEwR FB#PETtY="#CFI AwRsIFF.+ssr ffP
t . ,1 Nun i SOLID ROOF PANEL PRODUCTS
Table 7 IS A wmaM Zpans W bdilstry 5bndasd Composfe Roof Panels
fos Vastotls LoOds
Abmab mr Allay 3105 H; -U or 1-251-0 EPS Core Density Foster
Tx4r z 0:02.r Prreis •
Yrr.d
Region
F � 4
opm SOrmcbmas
Mown -Mm" RD99
1a2 3 4
Spat Spas Spar
SWOM RMM
& Amies CaressI
U2 $ - 4
Syatr Spon span
1QWwgnmddwRmm
r- r s I e g .
im 3 4
� ' span �o
Orwh=91
A!
Ren h
too mm
17-r
11-4'
tag'
1'.s W
tar
1T-10'
i1-$
t3'$
13$
.4-0'
1'10am
164s .1 -4
lar
14-2'
15L.W
15-3'
1W -W
iZ-r
1T$
4.Or
mmm Y3,Z` 't8$
TT -W
13-3
1¢'W�
t4-4
.1$
1w_w
Mr
r -r
t?3ff "
ww-w
W -v
te-r
Wir
14$
if-ir
1-r
tW tai'
1T -T
air
t30 MM
t4 -r
15- V
19L3
Mr
i3 -S
13.3
9-0r
i0=r
1-9'
33
t401if�
tOr-0'
iT-Z
iV-tOr
1Q$
iY$
10�t0*
a4'
9r-4
9-0�'
Z-ir
11"W"i
lww
17-2' I
IV -IV
Imm
1--2'
11--2'
"M -r
11=10'
13-3
17-9r
9-7
F�4 -. Orf I. , ��
1rmd
�'9
11001fpff
opensbucamm
Morao.Siopr�d Rost
ta2 3 4
spore e4ow spo4
Sween f m a
&A- eI Co�ress
142 3 4
Span span Spoor
Gisss a Modular Rooas
Fadoeaed
tat 3 4
SPM � SPm
Orertrang
Ca�+rp
m
Roos
2W -V
2Z-1i't_
27-23
19$
ZT-tOr
21=r
t4'$
16-3
13-r
4.0*
lis MR
2v -r
20-ir
2Z$
ifii'
2D -r
19$
17$
�$
W-
4.3
VOMM
19$
2r -IV
2T-1'
1Rr
16$
18 _r
1i'$
. 13$
IT -V
1231"
MV
2T -4r
.20► -4'
17$
16-2'
1T -T
IT -21
13=r
Mr
4-W
pow"
1%r
19.4'
is -r
14'-3
16-7
15f -r
10'$
1Z$
1T$
4-0r
1401iff
1T -1r
13$
-12'-9r
tT-10r
13$
12-9
9�1T
1T -r
fOr$
4-r
1S01r11
1T -14r
13$.
"M -r
11=10'
13-3
17-9r
9-7
W_r
" 4'x 4rx 0.00or' Barrels
A +e s �.sK�e a a�ees
opm sbucI
scxmm
R000rs
Glass a Modular fi000ra
1Miad 10oAo+Sfopea
AUached coups
wed
Region tat 31a2EZ-4
3
4
taZ
3
4
• spam span
--;pm.
n
span
syaw
�
Spam
190 MM 29 -Or 27�'?9�?'
201-7-
0�T
170M�Ef 2vv 2r-c?T-4vT
Ir -1 r
1Z -11i,
14-W
13=11'
mum 78-17 zr-r1ST'
1T -S
1T,Z
1Z2'
17$
M am 183 ZV-frLair
17-9'
ig•,2
.
1V--ir
iz-10r
?Z-4
130 Lift 1�-4'. 1S 11'Ir-rt7-trtTa'
17 -?r
t2'$
9$iT-T
?l -?r
1T$
�1 r
iD$
g►$-
" 4'x 4rx 0.00or' Barrels
op
3Region
ia000a
lrnd
aessa
6iasa d� Moddar Roours
192 3 4
3FGM Sjqn span
1aZ
spore
3
spew
4
1a2
3
4
09 27-'r 23=1' 27-10* 2/C -1Y
27-0"
2a7'
spam
23!$
syas
1G -C
SPM
19�.r
Spam
19a'
i M lift tar 25 10* u 1 r
12f1IIPf! 22-0r
211► -W
27$
2 r it
14 7Y
1T-tElr
tis"
?4:T 23$
t231tpi1 2T�' ZT-fr 22-10'
18=t4'
2f r
20x-4
i3'�
1�2'
14$
f3illfi 11$ 2Y -10r 21'--r
1a4'
IB -4'
2W -S
1
19$
$
t40MR! 73�' 14:1r 14$
13-4'.
14=11'
i4$
12-6
13$
t5ilfpft 73-4' K-ir Lt'v'
13-4
14-11
f4'•�
11�$
13=1'
17$
Noce: ro
Total d t nidus = noon
1 T-2'
wash
wraa
; oresf rang
Lameme E. Bennett, P -E_ FL #E 16644
avt'R";-VEVstrrVrroar+GMTArrr
PA- KK 2tdXk 30UM OAY1VW FL 32127
7QB,ivrE pm -M. 774
FAX M07MM
7-32
da
A0
4-W
IrW
4 -Or
r_ r
4.4'
Arw
33
car4aery
A!
Rods
4'-4
® OOP71aprT7D0�
•�oT 7o eE p rr►+as orc rw PARr
WRMM-t' 1'WW;W-;p1 IOK OF �Awf�'E E 89+E: T. P.E
SECTION 3A
SCREEN, ACRYLIC & VINYL ROOMS
Table 3/h21 Allowable Upright Heights, Chair Rail Spans or Header Spans
for Screen, Acrylic or Wnyl' Rooms
Akamn m Alloy 6063 T-6
aw .�ef.i-.��ui.... • ..... eia�ir... tA7e� ni 11 SIiF '
ror-4 y�.-
3-0" 3'-6'
Tn Load Wxkh W = Purrm Spacing
4'-0" 4'-F' I . -T4r S-6' I 6'-0
Allowable Heigh 'H'! bending W or depecbon'd
6'-6'
r-0'
T-6"
r x r x 0.044"
Hollow
8-r b
8'-O' b
T-�V b
T-1' b
6-8' b
Tr1'butwy Land Width 'Wr = Pw1in Spring
61- b
5-11- b
5-5 b
Sections
r x r.x o.o55
r x r x 0.045"
3-0"
3-6•
4'-0' t
4'-F' IS-0'�
�S�':..
F-0' IF
-6•
T -o'
T 6'
6r b
6-10r b
511' b
5r b
r x r x o.0T0" ,
Hollow
Allowable Height 'H' / bending b or detlecdon'd'
11 W b
101-8' b
r x r x 0.044"
Hollow
9.S b 8'-91 b
8 -r b I
r -S b
r4' b
11-11' b
G -r b
F -v b
'- Z' b
5-11" b
r x r x o.055
Hoibw
10'3 b
9'-F' b
8-11' b
g-6• b -r-11" b
r -r b
r3 b
611' b
F -V b
F -S b
3'x 2'.x oAw. ww1uw
113 b
10'$ b
9-91 b
93 b -Ir V' b
84, b
T-11' b
T$ b
r -V b
T -T b
r x r x OA70'
Hollow
129' d
1Z --r d
11-7' d
10-11' b
117-v b
9'-11' b
9W b
9-Z' D
5 -Mr D
8'-6' b
r x r x 0.045
Hollow
1Z -9r b
11-9" D'
11-0'' b
10=5 b
9r 101 b
9'-S D
611' b
8'$ D
Ste' D
W-1- b
r x r x 0.—OW
Hollow
16'3 b
15-1- b
14-1' b 13-3' b
1Z -r b
1Z -W b
11' . b
11-0' b
10'$ b
1013' b
r x r x CAW
SAJ3.
1911' b
1r$ b
1F-5 b
15--r b
14-91 b
14-1' b
13$ b
1Z-11' b
-1Z-G b
121- b
r x 5"x 0.0501
S.JILB.
Z3--7' b
Z7 -1(r b
27-S' b
19'-3' b
18-3' b
1T-5' b
1F:S b
1841" b
IS -6' b
14-11' b
r x V. x DA50"
S.MB.
26-1' b
24-r b
2Z-7- b
21-r b
2U -r b
193' b
18'-r b
1T-9' b
1r-1' b
18-6' b
r x r x 0.044"
Snap
11'3 b
10'$ b
9-W b
9 -r b
8'-5 b
83' b
7=11' b
T -r D
r -r b
T-1- b
r x r x o.o45
Snap
1 14'A' b
13'-4' b
1Z—V' b
11'-9' b
11'-Z' bI
101-r b
101$ b
91-7 b
9$ b
9'-1' b
r x-4' x 0.045"
Snap
A 1 r -r b 1
19-7 b I
W -.r b
14 W bl
13-7' bl
1711' b
1Z$' b I
11-11" b I
11'$ b I
11-1' b
Sections
3-0" 3'-6'
Tn Load Wxkh W = Purrm Spacing
4'-0" 4'-F' I . -T4r S-6' I 6'-0
Allowable Heigh 'H'! bending W or depecbon'd
6'-6'
r-0'
T-6"
r x r x 0.044"
Hollow
8-r b
8'-O' b
T-�V b
T-1' b
6-8' b
F-6" b
61- b
5-11- b
5-5 b
F-6 b
r x r.x o.o55
r x r x 0.045"
Hollow
Hollow
9$ b
10'$ D•
8'A' b
91-r b
8'-r b
8-11' b
r-9'• b
8-F' b
r-4' b
8'-0' b
611' b
r$ b
F$ b
r-4- b
F-5' b
7--1' b
6r b
6-10r b
511' b
5r b
r x r x o.0T0" ,
Hollow
121' d
11 W b
101-8' b
10=1- b
9-r b
9-r b
8-S' b
8-S b
8-1' b
r -10r b
7x r x 0.045"
Hollow
1Z-10' b
11'-11- b
11-2- b
10'-6' b
611- b
9-G b
9-1' b
Vr b
8'-S b
8-Z' b
r x 4" x 0.050"
Hollow
14-11- b
1610" b
12=11' b
17r b
1 T -r b
11 •-0r b
10-7' b
10' r b
9-7 b
9-5' b
r x 4- x o.ow
SAIL
Tr -61 b
1F3' b
15r b
14'-4' b 13'-7' b
1Z-11- b
1Z -T b
11'-11' b
11' v b
11-1' b
r x r x 5.050"
SAM.
21'-8' b
201-1' b
18'-91 b
1T-9' b
1610' b
1641' b
15'-4' b
14'-9' . b
14!-r b
13-9' b
r x 6' x 0.050"'
S.M.B.
27-11'b b
2Z -r b
20'-9' b
19-r b
18-r b
1 T-9- b
1611' b
1 F-' b
15-8' b
IF -Z' b
r x r x o.o44'
Snap
IV—,r bI
9-7- b
8-11' b
8-s b
r-111 b
r -r b
T-' b
r4r b
69' b
6-r b
r x 3" x 0.045'
Snap
13'3- b
1Z3 b
113 b
10'-9' b
10'3' bP
'-9' b
9'-4' b
8-11' b
8$ D
8-4' b
r x 4" x 0.045"
Snap
1 F -r b
14 :11' b
14'-01 b
13-r b
1 Z$ b-11'
b
11 �' b
10'-11' b
10'-1 b
T V3' b
llo/e's:
I. /lbws spans do not kx*We land of bee brace. Add hortaontal distance from Wrkjd to center of brace to beam oormer OM ID the
above spans for Dotal beam spans
2. Spans may be :de,polated
Lawrence E. Bennett, P.E- FL # 16644
cMl.a*VjMr-D vEXOPA* rrCOPCX&TAMr
P.O. BOX 214360. SOUTH DAYT014%R 32121
71 -EvriOaE PM) 767.4774
FAX: POO 70 -GM
PAGE
® COYYR1Giir 2004
SCREEN, ACRYLIC & Y Y<_ .�t04MS SECTION 3A
-Fable 3X1.1-120 Allowable Edge Beam Spans - Molloy Extrusions
For Screen or Vinyl Rooms
_ . - -& 41e upkf velociw. aeln9 design load of 13 #JSF (qg 0/SF for Max. CanbleveT)
Wotes' 01 -bee brace. Add flo�ontal drstallca frons upo",, of brace tD beam1. Above Spens do not iwfude lenO
correction to go above spans for tDtal beam spans
Z Spans may be koKpolated-
Lawrence E_ Bennett, P.E. FL #.16644
CMC E MMSER - DEvUOPMEW Cp,/, XTA"T
PA. BOX 21 ON -W"
FAX (986)767.6556
Q. GOP MHT 2084 P�REN
SIpN OF LAWRENCE E. Bt7�T. PE
NUT TO BE PRODUCED M WHOLE OR NPART WrT11OUT TW WRiR'EN
PAGE
3A-11
Permit Number '
Parcel Identification Number
Prtpared by: -,� r carol. Coi f �r.q5
Aluminum and More
332 Maguire Road
Ocoee, FL 34761
Return to:
Aluminum and More
332 M&guire Road
Ocoee, FL 34761
NOTICE OF COMMENCEMENT
Slate of
County of p
11f11111 u1011n 011a 1111111111111 1111111 u1 a u1111111111a 1 nn
YANNE MORSE, CLERK OF CIRCUIT COURT
INDLE COUNTY
06313 Pg 12831 (lpg)
ERK'S # 2006108186
DRDED 07/03/2006 03120:47 PM
ORDING FEES 10.00
DRDED BY H Bailey
CERTIFIED COPY
MARYANNE`MORSE'ib
CLERK OF CIRCUIT CUURT�a�:
SEMIN LE NT .FLORIDA
By `
DEPUTY CLERK'
t'ai- 5 2006., c
The undersigned hereby gives notice that improvement(s) 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.
2.
3
5.
7.
Description of property (legal description of the property, and street address if available)
L v
General description of improvement(s)
Se_4{ e,J �vo,c1 t!a�✓c�cc /a .2
Owner Information %{
Name
Address Tele l ?
s phone Number 9d 7-9.Z. _ t/ `��J
7 /1.t.4-Io•v ,~C_ Fax Number
Fee Simple itle Holr (if of eAaR ?w er shown above)
Name SAME
Address Telephone Number
Fax Number
Contractor
Name Frank Cardenas
Address 332 Maguire Road
Ocoee, FL 34761
Surety (if any)
Name not applicable
Address
Lender (if any)
Name not applicable
Address
Telephone Number (407)290-2111
Fax Number ( 407) 654-7533
Telephone Number
Fax Number
Amount of bond ;
Telephone Number
Fax Number
8. Persons within the State of Florida designated by Owner upon whom notices or other documents
may be served as provided by §713.130)(a)7., Florida Statutes.
Name not applicable
Address Telephone Number
Fax Number
9. In addition to himself, Owner designates the following to receive a copy of the Lienors Notice as
Provided in §713.13(1)(b), 'Florida Statutes.
Name not applicable
Address Telephone Number..
7. Fax Number
10. Expiration date of. notice of commencement (the expiration date is one year from the
recording unless a' different date is specified): dale of
Dale igned OPP
Si q ure ;Of Owner t
Sworn to and syb;crib before me th' o�
A./�. t✓ day of
who is __personally known to me OR v M e
as identification.'
RENE BETANCOURT
.,4,,FV PVB i
:Notary Public - State of Florida
NlyCommWonE Oct31.200B $i
F ri; '!tjraCornmisslon # DD 367628
Bonded By National Notary Assn.
r
t -C' by
ure of Notary (notarial seal to appear below)