HomeMy WebLinkAbout1419 Mara CtCITY OF SANFORD PERMIT APPLICATION RECEIVED
Permit A : D-7
Job Address: T t
Description of Work:
Historic District: "Zoning:
i
Date: OCT N06G/ no I h /4
Total Square Footage / V X / o=
Value of Work: S 6-1 zoq % • ZO
PIZE - I IJ L"r S 7-O 6r: CJ [T
Permit Type: Building Electrical Mechanical Plumbing )'Ire Sprinkler/Alarm foul
IWElectrical: New Service — H of A'S Addition/Alteration Change of Service 'temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Encrgy Calc. Required)
Plumbing/ New Commercial: N of Fixtures q of Water & Sewer Liacs # of Gas Lines
Plumbing/New Residential: N of Water Closets Plumbing Repair — Residential or Commercial _
Dccupancy Type: Residential t-" Commercial Industrial
Construction Type: q of Stories: N of Dwelling Units: Flood 'Zone: (FEMA form required)
7woers Name & Address:
Phone: -r / - f ^ J C> V — o'r.67----;0 /
contractor Name & Address: Sc C_;-
State License Number:
hone & Fax: _
3onding Company:
ddress:
Mortgage Lender:
ddress:
rchitec(/Fngineer:
ddress:
Contact Person: Phone:
Phone:
Fax:
kpplication is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
ssuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a scparete
wmmit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOII.f:RS, BEATERS, TANKS, and
UR CONDITIONERS, etc.
I
WNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
onstmction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
WICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT W ITIi YOUR LENDER OR AN
TTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
40TICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that maybe fI nd in the public records of
his county, and Umere may be additional permits required from other govermental entities such as water management districts, state agencies, or federal agencies.
eceplance ofpermjkis verifjpation OW 1 will notify of the property of the requirements of Florida Lien law, FS 713.
D-mv-ob
Date, Signature of Contractur/Agent
Owner/Agent's Nz%e . _0018sjoro,
WO 4
vdrry v vr-wv lNl4
s •. 11DD50 2,8 o
Owner/Agent is Personall F \\\
Produced ID
d'PROVALS: ZONIN G VUTIL: FD:
pecial Conditions:
cv 03/2006
Print Contractor/Agent's Namc
Date
Signature of Notary -State of Florida I Date
Contractor/Agent is _ Personally Known to Me or
Produced ID
ENG: BLDG:
I
t
tkA — 1, --ib.
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2
9oN,',CF0&V=J A.AM
PROPERTY
APPRAISER
sF]1 Mo E FL.
1101'E. FlRST,9T
sA a olio. FL 3W 71.14M
407-6GZ'7506
2007 WORKING VALUE SUMMARY
GENERAL Value Method: Market
Parcel Id: 31-19-31-505-0000-1480 Number of Buildings: 1
Owner: MC COY ELDRED Depreciated Bldg Value: $112,775
Mailing Address: 1419 MARA CT Depreciated EXFT Value: $0
City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $24,000
Property Address: 1419 MARA CT SANFORD 32771 Land Value Ag: $0
Subdivision Name: SAN LANTA 3RD SEC Just/Market Value: $136,775
Tax District: S1-SANFORD Assessed Value (SOH): $72,763
Exemptions: 00-HOMESTEAD (1998) Exempt Value: $25,000
Dor: 01-SINGLE FAMILY Taxable Value: $47,763
Tax Estimator
SALES
Deed Date Book Page Amount Vac/Imp Qualified
QUIT CLAIM DEED 02/2000 03841 0094 $100 Improved No
FINAL JUDGEMENT 04/2000 03836 1132 $100 Improved No
QUIT CLAIM DEED 01/1998 03354 0156 $34,700 Improved No 2006 VALUE SUMMARY
WARRANTY DEED 06/1997 03257 1470 $68,900 Improved Yes Tax Value(without SOH): $2,213
WARRANTY DEED 01/1997 03190 1511 $41,500 Improved No 2006 Tax Bill Amount: $898
WARRANTY DEED 01/1997 03190 0700 $30,500 Improved No Save Our Homes (SOH) Savings: $1,315
CERTIFICATE OF 10/1996 03146 1451 $35,500 Improved No 2006 Taxable Value: $45,644
TITLE DOES NOT INCLUDE NON -AD VALOREM
WARRANTY DEED 02/1990 02157 0539 $52,000 Improved Yes ASSESSMENTS
WARRANTY DEED 08/1983 01485 1009 $41,000 Improved No
WARRANTY DEED 09/1978 01188 0152 $2,500 Vacant No
CORPORATE DEED 0911978 01188 0151 $2,500 Vacant No
Find Comparable Sales within this Subdivision
LEGAL DESCRIPTION
LAND
Land Assess Frontage Depth
Land Unit Land PLATS: Pic
Method Units Price Value
LEG LOT 148 SAN LANTA 3RD SEC PB 13
LOT 0 0 1.000 24,000.00 $24,000 PG 75
BUILDING INFORMATION
Bid
Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New
Num
1
SINGLE 1978 6 1,260 1,701 1,701 CONC $112,775 $128,153
BLOCKFAMILY
Appendage / Sgft BASE SEMI FINISHED / 441
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 Durchased a homesteaded property your next ears property tax will be based on JusUMarket value.
h"://www.scpafl.orglweblre_web.seminole county_title?parcel=31193150500001480&cpad=M... 11/6/2006
Seminole County Property Appraiser Get Information by Parcel Number Page 2 of 2
http://www.scpafl.orglweblre_web.seminole_county_title?parcel=31193150500001480&cpad=M... 11 /6/2006
CITY OF SANFORD BUILDING DIVISION
OWNERIBUILDER AFFIDAVIT
CONSTRUCTION CONTRACTING
Owners of property when acting as their own contractor and providing direct, onsite supervision
themselves of all work not performed by licensed contractors, when building or improving farm
outbuildings or one -family or two-family residences on such property for the occupancy or use of such
owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to
exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or
lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such
structure by the owner -builder within 1 year after completion of same creates a presumption that the
construction was undertaken for purposes of sale or lease. This subsection does not exempt any person
who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The
owner may not delegate the owner's responsibility to directly supervise all work to any other person
unless that person is registered or certified under this part and the work being performed is within the
scope of that person's license. For the purposes of this subsection, the term "owners of property"
includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this
subsection, an owner must personally appear and sign the building permit application.
State law requires construction to be done by licensed contractors. You have applied for a permit under
an exemption to that law. The exemption allows you, as the owner of your property, to act as your own
contractor with certain restrictions even though you do not have a license. You must provide direct,
onsite supervision of the construction yourself. You may build or improve a one -family or two-family
residence or a farm outbuilding. You may also build or improve a commercial building, provided your
costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may
not be built or substantially improved for sale or lease. If you sell or lease a building you have built or
substantially improved yourself within 1 year after the construction is complete, the law will presume that
you built or substantially improved it for sale or lease, which is a violation of this exemption. You may
not hire an unlicensed person to act as your contractor or to supervise people working on your building. It
is your responsibility to make sure that people employed by you have licenses required by state law and
by county or municipal licensing ordinances. You may not delegate the responsibility for supervising
work to a licensed contractor who is not licensed to perform the work being done. Any person working
on your building who is not licensed must work under your direct supervision and must be employed by
you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation
for that employee, all as prescribed by law. Your construction must comply with all applicable laws,
ordinances, building codes, and zoning regulations.
I, E Idrf& MQ0V , do hereby state that I am qualified and capable of performing the
requested construction involved kith the permit application filed.
I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work
allowed by law on the permitted structure.
i
XM ET "/'1
AMISS
O erBui der Signatt&• ga' EDa. •0
a
j
a
ZZ
Print Owner/Builder N
Signature of Notarv—State of Florida Date
Owner is Personally Known to Me or has
Produced ID L Au& -2 lI -S 57-218- 6
t
2)- 2 x 4 SPRUCE HEADER S
I x A BRIDGING ALUMINUM ROOF (2H Z'Xr 82 PINE EACH SIDE
NON LOAD BEARING WHEN
2 x A BENT (TYP.) ALUMINUM EAVE '
GARAGE DOOR INSTALLED
1 x A BRIDGING • _ - 12
1 x A BRIDGING O SENT (TYP.)
C S 20 GAUGE T x S GALV. PRESS
VAXES"f-- PLATES (1) PER CONNECTION
j C TYPICAL SLOPE AT KNEE
11 I 12JCINT OF SENT
i}2 a 6 STIJO.VCE7'M•EN < - I 1- 1 x a BRIDGING a BENT PP.)
GARAGE OCCR LtiSTAL_J ! ' I <I I I
VAIL'1C_.N S•v cCR ,s =el I:
I
A 2aa8ENT FRAMES
ENi.X`CE SCR3 .mv '! S. _m CONNECTOD W/ 104 COMMON
i.S7cCRGXRAGECCDRSI jII 1'OO.C.
LEYCRS ',
p - -
f VARIES'l• J I`-
v
2x48OTTOM PLATE
c:S' •_\_i •v -' a `
SEE ATTACHMENT DETAILS
SEE DETAIL BELOW
S:VPS:.\-S:a
IEi I
max• Xa xr-<
WINDOW OPENING
CR- CRMATIC
VARS S'-0'TO :Z-0'I -•
N NOT SHOWN SEE END ELEVATION
vC = /%•-'CN WITH CCCR TWO SKID MCCEL S
2) 2 x 4 BEAM (TYP.) SCALE: 114- = V.O`
4' ALUMINUM SIDING 2, A HEADER
Prlan 40om Qi!' C 5
s.1.
t a 4 BRIDGING
2 x 4 BOTTOM PLATE l awi
j-1-
FL'E_ 2. a SENT (TYP.) 3I4•
PLYWOOD FLOOR F%aa amsa Ba
EvSEN
SICPEAT KNEEJOINTOF HURRICANE ANCHORS d
adopted Codes-1 r Ale sa TYP.)
USE SIMPSON
CCh-in < ------ t x A BRIDGING LSTA-18 w/
Af a - 16d ISOMETRIC OF SHED R2e to the fail4nvsn.¢/ _ r j - 2 a
A STUD (7YP ) NAILS 2.0
SIDERAII
SCALE: N.T.
S. i•_ py1 T _ __- a Wd000 FLOOR OVER 2,1P lI..
YY ,. -P
SEEA-ACHMENTCETAILS
WALL
ANCHOR DETAIL
y A7 = SCALE:
N.
T.
S. - la't' j Vtlnt2ry F p Ruin(
of E-" Wit ' Allow- rx" 'r
5 r
Z •:Ai:EB :
Bz{i :Q,zv) X 1,-i AGO'
MAIL
LENGTH
Floor
aF l -•i) ! L F- 7L' O.C.
MAX JOIST SPACING ;IJ•/ -4XR N: _,yA-CN SC- SI•C'HN SEE SNO EL -NATION WITH DOOR Approval Dart C ==/A .
CUR SKI D MCCELS M-f. t SCALE.
v.'=rJ provai
of this Dc:
rntdosso 4, 4 auN Amhof+= or AQp-- i
I dir vcnu
Df .ft .sax .+c -c t From the rcq
T _: _ _- . -_ . 2 -6 , 4-
QW
I I St"
j
T'3 6 < Lu Q X
I
FLOOR
FRAMING PLAN
SCALE:
Us" V-0'
T- *N.) e'er (
MAX) SIDE
ELEVATION WITH DOORS &
WINDOWS SCALE: 1N• • IV TYP )
2.6 P.
T.
P. PLATES FOR SHEDS OVER 16' 'N
LEI.G-- 314• PLYWOOD FLOORING 4
a A RUNNER
2 = 4 BOTTOM PLATE (
TYP ALL AROUND) 2 a a
BENT (
TYP.I (SEE SIDE WALL ELEVATION) WINDOW/ DOOR
HEADER 2
x A HEADER
2x4BEMT(TYP.) 1 x
4 BRIDGING
2 a a SILL
2 x 4 BOTTOM
PLATE SEE DETAILS FOR CONNECTION
PLANS REVIEWED CITY
OF
SANFORD i
I ll I
I
11 I O soa4
BRIDGING
2
x
4 BENT(
TYP.) FC4 WINO BRACE (TYP.)
AT URCORNER31r-0•WIDE OR
GREATER 2 x
4 BOTTOM
PUTS SEE DETAILS FOR CONNECTION
SEE SIDE ELEVATION
WITH
DOORS a WINDOWS FOR INFORMATION NOT SHOWN SIDE ELEVATION SCALE: tIP •
t'-0'
ICE OFF 1 2
x4
BENT 20 GA. 3• x
5• GALV. NAILED PLATES (2) PER
CONNECTION FOR HEADER SIMPSON
T°35 PLATE
W/ USE 8d COMMON 8) :
Ce x 1-
1/2' NAILS 2) 2.4 W/ 1/2• PLYWOOD TMRU INTO MEAGER 'N/ (
5) I I• ' SPACER OR 4z4 A2 PIN l0e x 3' NAIL
O EACH END SIMPSON HS-24W/ 5k5 16d NAILS O 2.
4 FRAME FI G ON2iRl1H SCALE:
t t!r =
V-0' 2 x s SENT
20 GA. 3• : 5-
GALV. NAILED PLATES (2) PER
CONNECTION FOR HEADER USE
8d COMMON 4x4
A2 PINE, 2x4
NAILED SWPECN ?35 PLATE W/
8) :CA x I-
7/2• NAILS TO BOTTOM W/ (2)
Atha I ^ COMMON NAILS O
16• O.C. THRU N u nEACER
W/ (5) 100 x 3• NAIL
a EACH I, SIMPSON MS-24
STRAP
END INTERMEDIATE FRAMES OR
HEADERS W/ FRAM NAILS
02z4 FRAME TYPE
II 1ECT10N THRU
HEADER SCALE. 1 I? VJT '
Ada ed products In
corrr:lance wi-h
Rule 9B-72 fv,-
ducf Appro vi 7
s T PRESS
PLATES BOTH i SIDES ALL JOINTS
i I 2as CONSTRUCTION
I
ALUMINUM OCCR SON
CN
I BACK h SACK
II l C'.;•CR
CCNSTRUCTICN CPTICNAL)
WRING DIAGRAM CPT:
CNAL
ELEC_RICI
SCALE- Y.T.S.
sL ,N R:NG
SFALL SE MC CABLE ' a GA MRE .VrG ALL METAL
30XE5 2' • SQUARE WASNc RE
ORGED I /i 3/
8'
a
z' BOLT w/ (2) rc0 WASHERS & NUT (A-
24
R _r ` IMF''1
A-2ASTRAP 1,200a UPUFT) S
l i SIMPSON
HS-
24I / (
UP 3/e• x 3• (
tc200A UPRATING) XPANSIGN BOLT OR
WEDGE ANCHOR I _ ";
a• .• - _ .NTO SLAB O
SPACING r . 4:'. ` (PER TABLE 1)
SHED
W/ SKID ATTACHED ACHORED
TO CONCRETE SCALE. t Irr = 1.1T
1) 3/5' . 5' (4Ol
UPLIFT RATING) WEDGE ANCHOR INTO
CONIC. SLAB AT
SPACING PER -ABLE
1) NOTCH OR
COUNTER SINK SOLT "••
RU 2 a s
1/2- Ml 1 2
a a BOTTOM PUTS
NAIL::','0 2 6 BASE
7• ale i •s•' : 2„ •
lit • . q: i• • • a 1>!: al SIMPSON HS-24 TYPE I
OR II CONCRETE
PAD 11 2 j WI BLOCKING AS REQUIRED 2
t dra t FORGED
EYEBOLTSHEDW/ SKID ATTACHED SCALE
I1?=1'a7 STRAY
Ut I AIL SCALE:
Iu•=1'd S
d SINGLE HEL X
AUG-
cR
ANCHOR SET UP AND INSTALLATION OF
SINGLE WIDE SHED 1. BUILDING IS PLACED IN
REQUESTED LOCATION ON SCHEDULE 40 P V.C. TO ALLOW FOR MOVEMENT TO PLUM OR SQUARE
UNIT TO MOUSE. FENCE. PROPERTY UNE ETC. r 2. ONCE UNIT IS
SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED THE BUILOING 15 BLOCKED ON HIGH
SPOT AND LEVELED. THE OTHER ENO OF THE BUILDING IS 9R000HT UP TO LEVEL AND
BLOCKED THEN THE CENTER OF THE BUILDING IS BROUGHT UP TO LEVEL BLOCKED. AND THEN
SHIMMED- AFTER THE BUILDING IS LEVEL,
MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING. 1 4. ANCHOR PLACEMENT
IS ESTABUSHED
BY WIDTH OF BUILDING. HOLES ARE DRILLED j THROUGH THE 2 x 4BOTTOMPLATEWITH10AUGERBITANDTHEEYEBOLTISFASTENEDu1INTOPUCE. THE HOLE IS
OUG FOR 30' EARTH ANCHOR AND BACK FILLED. THE EYEBOLT AND AUGER ANCHOR ARE FASTENED
WITH t? x r BOLT. "A f" {'T y51 5. IF
UNIT IS TO
BE ATTACHED TO CONCRE i E SUB. THE BUILDINGIS SET ON SLAB SMIMMEO L ly I..j ff' UP TO LEVEL. A31e• HOLE IS DRILLED WITH HAMMER DRILL INTO CONCRETE I-Il' OFF RIM ) aJ JOIST. THE EYEBOLT IS FASTENED
THROUGH BOTTOM PLATE AND AN V BRACKET OR q SIMPSON STRAP IS PLACED OVER
THE 3W WEDGE ANCHOR. A firx r BOLT 15 THEN r) THROUGH t 1 FASTENED THROUGH
THE
EYEBOLT AND
1:BRACKET. 16/1 'J it ii , 6. IF NO FLOOR UNIT
BUILDING IS USED. ANCHOR MATH 18• z S WEDGE ANCHOR CENTERS O. BETWEEN EVERY WALL STUD. FORCED
EYE BOLT OR '/2'
THREADED ROD W/ 2. X
2• WASHER B
NUT 2.000 + CAPACITY) UPUFT SEE
STRAP DETAIL 1/
2• .
2' BOLT W/ (
2) WASHERS h NUT 2.000 +
SHEAR CAD() GRADE
r GALV. WASHERGENERAL
NOTES
S SPECIFICATIONS FOR
AUGER ANCHORS 1. Budding aren rs shag
bs'maedo MM. typo s30 single how sy. augor anNora manufactured by Styb Chat of Fm-on,, OH. Max,— slbwable uck t 2.
0001 or eOuMbnt. 2. Mcnonnq eynem ,a ground
psf loal budding code I6Y O..Isrl_ Locab ancnan par Ta01e a thmugn the beeam pl.1s. 3. Menem mat be placed
Innugh 1ho bottom pals and fbor system. Tcole T Shed Ancoring to
Concrete SIOD Table 2 Runner Spacing Sties '•Wet Uouft / Sce of
esncnd SSoec:hc / Si e 14'ay' 280 a I
LF A'.T t Tar 2. s ILF
5-0' 1047 Tar • f LFe•
ar a'-0• 160 a I
LF 7''E Vau•. lam sM OlpWto unl•
n of (Z)AXasxd. orvy ta'aF ww. McOs nave lAl s•n.1.W.. cOle 2 Su000rt Footing Pcc
SDeclrc `cr Runner Blacking For Single or DauGle `Kce Shea 'Al 1 2 Y}
17O' 7b 1? 9'-t
t' toar rat? e••,r Shed
7CScflalion pee era Oe
RuhnC In. ad Paa Wyse Tqe Y• - -I Ena pod
Me=. -ddcln Sly / T. S /J3 :0
3- o'_B_ 935+ d or "I 18794 u m 'I Sw ! 71 Zd} . 2 5 '
0 3'- _ 1610s 1 n SW 6.00 / 4
C :o 3 - A l a •x i
n a ol- d' SIN s CC Noss:
1 PCo spacing rs
Ma
t0 -.ter of pad. PCas Other Uhon MO pOC3
spacing is cMlef :d c-lef Use same max. spacing •a
interior runner. J we Paa Oim Mson3 Max. Lode Vaiencl r 1778. eonenu Obtk auatlY
cement S sand my n A'xe'x UB'
3.500a centre wee-m-ra1.aMma 19' 1B' 3 830 a
Ads ole.ue pea. Loaa wdN on tonnes. B.
seo on 2.000
PSF atlaw.blo and pros..m. Sad or.... re an.. be venfwd by dew psmnmabr 1eN or sods lab span. Check an enq— d sad prauun n
1... man 2.000 PSF. Non.: Nd'1dw Or Snid
Concrete
olacks may be 3la-0 on peas :Of high sets up l0 Ad- r'laa w:In Out enforcing.. 2. ?DOS r.quY
On
12' At Is' wwe sheds dn'y. trRyyy Table 4a Anchor Spacing
Of
Auger Type Anc,ors For Single 'Moe Sheds OI 30 E're Auaer 4rcrar
err 30 rC Tara Anrnw E+a Anchor `Acx. 'ntenor
SOOcina t .tr I ar 2A3
1'-0' n rd T-t' t7aT e.ar 209 t'-
0'te"OE ta•a s.ar t7. ,•.0•le rP ICJ' V B'aY Aar 139 u
Table ad Anchor Spacing Of
Auger Type ME- For Double Wide Sheds 30 _Ye auger Ancna nee
S'Z LNP U.
It PI =nd McrOr•• Mdk. '.ntenor SO •' , 2aar to.ar-Abo I
1•am3a• I 3-0- n I Low wdN al -
Pall
an
runnsr. Loalwn of eM aWar err
oul anctwr. Ancnar wocet9 n.mpN: 70'
aupr er 31C x 2JN' oxpamm M.. Nona: 1. Anchor spacing is
basedan3 second wand gust at 150 MPH per ASCE 7-98. Catagory 'C•.
Importance Factor 0.77. Enclose Budding, NJ.P.C• w 0.
18. 2. All Rlepsuremorts listed above
are center to center of anchors. 3. The minimum number of
auger anchors is (4). (1) O each corner of shed IOr sheds less in
length than the maximum. 4. The minimum edge distance
for exoansiM bolts is 8 diameters or 5• for 3/8' expansion oohs.
5. Mrndn shell be o,
side walls except when shed is placed next to existing building• in which anchars
can Oe places an M•a rats as close to s=lees a3 passible. IS
NOy **] IQAhEO .• fi'a
GED EYEBOLTOR '/2•
EAOED ROD COUPLING x 1
1? BOLTWI (
2)
SMERS (2.Oars r SHEAR
IACITY) f 1911T # RAL E
F
A l(',
M ANC CR 0 z` C ; a • j
2/
14/
2004
10/
19/
2004 t1/05/
2004 z L
SHED DESIGN LOAD
REQUIRE E
for the 2004 BMlldln Co `
Book win Pressure a8 Cr
C r dz . 0.0025BtKz)(
KZIKKd1M"2
P- ASCE T-90 ,C K: • 0.85 Expown C:
Kin • 1.0 Kd •0.85:1 e0.
77: V.150 MPH dz = 3= 04 PSF W .. .
0.85 = 27.24
PSF I ham by candy that
I hers nwswod Insos plans song won Is me budding mst•rlab and Omparnnn u... n Ins m.
MMctunno of m. mad.. Th. mann.A ono cal-r-rta -an haw FZma Preauct Aportral as
reeund by Fords Buddsw Co sewn Rule IChaom, 98.12) err w.r.
and lyxsa -sine In. Rotor., M._ an4 Anw.bla San• O..wh. M m.lm.b aria no -ply wdh ono
2001 S 2004 Flprds 8udoax9 Coo. WI 1SO MPH wad slocxy, basc wino armour. of
77.24 PSF, I - 0T7. Enewcad Budging. Exaasur -C aM NA.P C. • 0.18.,
RoeI Len La.d = 20 PSF, RMI Cold Load = : PSF. Flats, Loser 3 PSF. I l-Cosd Load
15 PSF. Yob Wad FylPRestoting Systems Components
3 Cladding Design (Effect.)
Pradsetreo (PSF) Zone Ninr AreO f-. Zane
wino Ar _ p 1tSl 29 t0 1
20
17
27 4
20 70 ]2 5o 14 i8 50 r
pine Nena Area-1 f-
I Zone Wine Area l' yy 10 to Eo to 243
20 17 55 5
30 t4 AI 50 ZO 75
i Lawrence E. Bennett. P
E.
J16611 otd-__-- W Q N N
N
W
3
W
J
Q
U
ZL3
vJ1i4 0. Cw
7)
3
s=. ngab=
UY 07 13
105
ww•••^ •.ews•...n• .r.n+, ....we, ...... ..iir ... 'r' .. -.• w••a. —_, r, yr, r
370 R'acmont Court • Lake Mare, FL 32,46 • Voice 40'.689.7631 • Fax 407.688.7691
Lot 148, SAN LANTA, THIRD SECTION, according to the plat
thereof, as recorded in Plat Book 13, Page(s) 75; of the Public Records •' 0 4 0 ': a a , a ' -,
of Senrinole County, FL. ? err
Community number: 120294 Panel: 0045
Suffer: E F LR.M. Date: 411711995 Flood Zone: X _
Date offield >vork: 101712006 Completion Date: 101912000
w N
iron
Nw a,
i w fe?
Certified to: t
Eldred McCov; Exceptional Title Insurance Agency, Inc.; Chicago - ` /•• ; a \
e
Title Insurance Company; CitiAlortgage, Inc., its' successors andlor _ e'' ;'• C'
assigns.
cc 3 -, ter.:;:..'- - - •'
FCM4x4- Location Sketch
PC Not to Scale
Lor 147
CURVE TABLE
h
NO. RADIUS DELTA ARC TANGENT CHORD CHORD BEARING
I(P) 25.00' 8959'59- J9.27' 25.00' 35.36' S.44-59'391v. m
1(Ad) 25.00' 89'21'JJ' J8.99' 24.72' 35.16' S.44'4J 54 W..
W
OL
e
u
1
1 i LOT 147 g
K)o LOT 146 "
1
S.89'00'40iV. 84,74'P)
S.88'35'48 iV. 84.77'(A4) nR 112
FNO NAIL
IN TREE ROOT 'UE
ISO
Xv. SCALE: 1 "=30'
i
CONCRETECl-
Of
NiA K
26.7' o N I
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W
O ONE STORY
RESIDENCE
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2
LOr 149 1419 2
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28.0' oa Q)
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QFFICE N CR
27.
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9' a
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REVIEWED
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I
PLANS
CITY
OF SANFORD N.
89'34•27 £. 59.84'(AI) FCAI 47C4' Fitsr
59.7J•(P) RC PropertvAddress•:
1419
Mara Court MARA
COURT ,. __ Smtford, FL 32771 IMPRO
trfD) 50'RIW - Sun,
ev number: SL 80404 LEGEND
GENERAL NOTES I'
ll • - .1 0-
Wnp Fence TEL i
inciter Telephone
Facilities N
15 0
R. Not
to scale Official
Records I.
Legal description provided by others. 11. Not valid unless sealed with the signing F
N Found Nail C- J Covered Area 0 R B. Official Records Book 2.
The lands shown hereon were not surveyors embossed seal. Property
Cnrner B R Bearing Reference PC P Permanent Control Point abstracted
for easements or other record- 12. Flood zone determinations are provided as R
Record CH Chord PR.M Permanent Reference Monument ed
encumbrances not shown on the plat a courtesy only, and are derived from the M
Field Measured RAD Radial PG Page 3.
Underground portions of footings, foun• best sources available to the surveyor This CL
Clear N R Non Radial PVMT Pavement dations
or other improvements were not information should not be relied upon for ENCR
Encroachment Air Conditioner PB. Plat Book located.
flood insurance purposes, and may differ CL
Centerline B M Bench Mark PO.B. Point of Beginning 4.
Wall lies are to the face of the wall from information provided by others. C_
1 Concrete C Calculated PO.L.
Point
of Commencement 5.
Only visible encroachments located. 13. L.B. 7132 ft
Property Line Z Block Wall PC Point on Line 6. No identification found on property 14. Septic tank and/or drainfield locations are C.
M. Concrete Monument i Central Angle/Delta PC Point of Curvature comers
unless noted. approximate and MUST be verified by F.
LR. Found Iron Rod D.B. DDeed Book P.R.C. Point of Reverse Curvature 7, Dimensions shown are plat and measured appropriate utility location companies. FJ.
P Found Iron Pipe D Description or Deed PT Point of Tangency unless otherwise noted. 15, Bearing basis shown per plat unless RAN
Right of Way D.H Drill Hole R. Radius (Radial) B. Elevations if shown are based upon otherwise shown. N&
D Nail &Disk D/W Driveway R.O.E. RooYOverhang Easement N.G.VD 7929 unless otherwise noted. 16. Survey is for reference only unless D,
E U.
E. Drainage
Easement Utility
Easement ESMT
EL
Easement
Elevation
S
LR. S/
W Set
Iron Rod & Cap Sidewalk
9.
Adjoining lots are within the sa491 unless
otherwise noted. si
nil sealed by a Florida Registered Land
S rveyor... FD
P
Found
Plat
FF
F
C M Finished
Floor Found
Concrete Monument T.
O.B. Top of Bank 10. This is a BOUNDARY, S EY unless otherwise
noted. - 17.
Wines are not iadial unless otherwise noted.
O.
H.U. Overhead Utilities F PK Found Parker•Kalon Nail TVP
W.
0 Typical
Witness
Corner I hereby cen,ry at tb,s surveyaii a true a rre atsdh o/ a survey prepared under my direction PPPowerPoleLLength1005ExistingElevationTX
Transformer L A E Limited Access Easement E.O.W. Edge of Water CATV
Cable Riser M H, Manhole PC,C. Point of Compound Curve CB
FC.
0 Chord
Bearing Found
Cross Cut O
OHL
Found
Overhead
Lines PI
R/
W Point
of Intersection Right
Of way Ralph
Swerdloff Registered Land Su yor No 3411 Louis
R. Ramirez Professional Surveyor and Map er No. 6304