HomeMy WebLinkAbout126 Wheatfield DrCITY OF4 0 R1 2098
Building & Fire Prevention Division
ORD-'" PERMIT APPLICATION
FIRE DEPARTMENT
Application No:
Documented Construction Value: $ 6sm °
Job Address: 14 �ONQA_� Wd Of. Historic District: Yes ❑No [9
Parcel ID: OA-) 1_�T% " 0000 _O fy ResidentiaT0 Commercial❑
Type of Work: New❑ Addition Alteration ❑ Repair ❑ Demo ❑ Change of Use❑ Move ❑
Description of Work: t ASk*�( 16' of 3 L' ,� (N 5cJ VW (A) SC rel /A (,J 0 S
S` 1( loch-)--Z ��O�S pry e_
Plan Review Contact Person: J 111 (1
Phone: `001'W _C)* a Fax:
Email:
Property Owner Information
Title:
Name f%QK Phone:
Street: wo Resident of property? : -2
City, State Zip:
Contra for Inf rrpation
GaNe� ,�±
Name Phone: 1. N— r)03 ra25Dn
Street: � Of . Fax:
City, State Zip:SW Fd I F� State License No.: R 111
nn Arch itect/Engineer Information
Name: E\pT
Street: S
City, St, Zip: ukQ(1, ��
Bonding Company:
Address:
Phone: 8 (3 - 7sa')O � T
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
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 prior 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.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code
Revised: January 1, 2018 PenhitA l«Ln
F c
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 of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS, 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
.credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating constructig"nd zoningA e
Signature of Owner/Agent Date
Print Owner/Agent's Name
IF07y /6'
Signature of No efy-State of Florida
o ^4a,
`�,
Notary Public State of F"a
Daniel Thompson
a
My Commission FF 961080
'���
Expires 03/25/2020
Owner/Agent.is Personally Known to Me or
Produced ID Type of ID 0, L
Pyzr7;, 3Af60
Permits Required:
Construction Type:
Total Sq Ft of Bldg:
Signature of (]obtractor/Agent Date
Print Contractor/Agent's Name
4 hah %
Sign
fP TINAM. DOWNEY
MY COMMISSION # FF 218930
EXPIRES:
9, 2049
or I Bonded Ttn Public UndarVY brs
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas❑ Roof ❑
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes ❑ No ❑ # of Leads
APPROVALS: ZONING: -i 6 -) % UTILITIES:
ENGINEERING: ' FIRE:
Flood Zone:
# of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes ❑ No ❑
WASTE WATER:
BUILDING:
REQUIRED ENSPECTIONSEQUENCE-
]B]Pff- 10z - (9, 2,4
Footer Setback
'Stemwall
Foundation / Form Board -Survey
Slab /' Mono Slab. Ftepour
Lintel / Tie- Beam / Fill Do wn Cell
Sheathing — Walls-
Sheathing— Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final inal Solar
Finar Roof
Final Stucco./ Siding
Insulation Final
Final Utility -Building -
Final Door
Final- Window-
AW
Final Screen.Room
Final.. Pool Screen Enclosure
Mobile Home Building Final
Pre -Demo
Final Demo.
Final Single Family Residence..
Final. Building. (Other)
Address: 12C, L.JL "t"
rims ection Descri2flon
Electric Underground
Footer /' Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
If 7i.Q1 101 W 1,
a -0
min
M'ax
Inspection Res n
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
Ifflu
Mar
k!pectioBn D'escFfl eflon
Mechanical Rough
Mechanical. Final
WZY
IBM
Minn
Max
rms]gection. Descri2tion
Gas Underground
Gas Rough
Gas. Final
REWSED: June 2014
POWER OF ATTORNEY
Date: v .
1-hereby name and appoint
of Pdly Qrl t RA mot
act for me, and apply to the;
for work to be performed at a to
described as:
to be my lawful attorney -in -fact to
Parcel ID #: Section Townshin Rance quhdivlsinn
Subdivision Name:
Owner of Properiy
a permit
Project Address:l.(JQAf 7
City: Zip Code:
RInck 1 nt /—!
and to sign my name and do all things necessary to this appointment.
(Contractor's License Number)
The foregoing instrument was acknowledged before me thi/,� day of
of 20_L�by _ t� (�- t o a rye�j
who is personally known to me or who produced
as identification and who did not take an oath.
- ew
Notary Public (Print name) '
Notary Public (Signature)
Rev 03/1310
Seal �•Y�GH• :M.DOWNEY
PaSSION # FF 218930
S: April 9, 2019Bondtary Public Underwrters
SCPA Parcel View: 32-19-31-518-0000-0140 Page 1 of 2
cqt Property Record Card
Parcel: 32-19-31-518-0000-0140
Property Address: 126 WHEATFIELD CIR SANFORD, FL 32771
Parcel Information
Parcel
32-19-31-518-0000-0140
Owner
RIOS, RENE P
LEON, LESVIA E
Property Address
126 WHEATFIELD CIR SANFORD, FL 32771
Mailing
116 ADONCIA WAY SANFORD, FL 32771-
Subdivision Name
CELERY LAKES PHASE 1A
Tax District
S1-SANFORD
DOR Use Code
01-SINGLE FAMILY
Exemptions
1 .35 50 50 50 50
M
16 15'4 13 r11
6� n� 43 1 9 50 50 50 Ino a oun �12 38.6
Value Summary
2018 Working
Values
2017 Certified
Values
Valuation Method
Cost/Market
Cost/Market
Number of Buildings
Depreciated Bldg Value
1
$129,398
1
$121,898
Depreciated EXFT Value
Land Value (Market) _
$363
_.$........m._....,...,...... p
34,500
$375
_.,........._... ....... ........
$32,500
Land Value Ag
Just/Market Value "
$164,261
$154,773
Portability Adj
Save Our Homes Adj
$0
$0
Amendment 1 Adj
$18,548
$22,307
P&G Adj
Assessed Value
$0
$145,713
1$0
$132,4 66
Tax Amount without SOH: $2,668.00
2017 Tax Bill Amount $2,668.00
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
fl 1
Sri c i r ''I r
! o r
lift /!Nazi ele.a1.scpall:{r/ParcelDetailInfo.aspx?PID=32193151800000140
SCPA Parcel View: 32-19-31-518-0000-0140
SINGLE- I j I
FAMILY I
Permits
CB/STUCCO
FINISH
Page 2 of 2
GARAGE 389.00�
FINISHED a
OPEN I
PORCH i 60.00
FINISHED
Permit #
Description Agency Amount
CO Date
Permit Date
03219
NEW -RESIDENTIAL ! SANFORD $89,394
1 1/26/2007
6/12/2006
Extra Features
Description Year Built Units Value New Cost —
PATIO 1 6/1/2007 1 I $363, $500
7
http://parceldetail.scpa :Mfg/PaT`Ce1D?.quxllfif a�.1? xl`j 4� r;321�3,1 � 180� (�001 1r0
3/28/2018
3
7J
650 Hickman Circle
f:�
Sanford, FL 32771
PH: 407-703-2500
Fax: 407-703-2501
Lic.#SCC131151598
SOLD TO /Z eA.Se
PH#
�,7•22 -/31.3
DATE
ADDRESS /?6 t�.tlea7�e�o�
CITY.
ZIP
JOB ADDRESS
CITY
ZIP
SUBDIV.
LOT
BLIK
UNIT
BLDG.-DEPT.
JOB NAME
PH#
APPROX. DELIVERY
TYPE: P/ENC S/ENC
LANAI RAILING FENCE
PAVERS
CONCRETE PERGOLA
SUMMER KITCHEN OTHER
• A Survey sheet or a plot plan and complete legal', description is required on all pool and patio enclosures.
• Purchaser or Homeowner will obtain any permissions and concessions necessary for installation including
but not limited to, those required by any homeowners association.
• Customer,will be invoiced for subsequent additional footage or items requested that were not part of the original contract.
PERMIT MUST REMAIN POSTED UNTIL FINAL INSPECTION
i
Terms & Conditions: Final payment is due. upon substantial completion. Substantial completion
occurs upon passage of the final inspection by the building official. Customer agrees to pay interest CONTRACT PRICE
at one and one-half percent (1.5%) per month beginning'10 days after substantial completion for
any unpaid balance. Punchlist work (minor corrections / repairs) will not be performed until final f 5w o O,; c o
payment is made.The workwill be performed on or about the date listed above, weather and other
uncontrollable events permitting. Customer agrees to cooperate with Advanced Aluminum and DEPOSIT
make the property accessible in order to perform the work described herein. LIMITED WARRANTY: �OO
Advanced Aluminum warrants its work to be done in a workmanlike manner and to comply, with
the specifications set forth herein. Advanced„ Aluminum agrees to repair or replace any defective BALANCE DUE
work performed by Advanced Aluminum or materials provided by Advanced Aluminum for p
one year from substantial completion. All terms, including price, are subject to changes in local, ?4
state, federal regulations, and accepted engineering standards, whether known or unknown CREDIT CARD TRANSACTIONS WILL INCUR,
and whether in existence at the time of execution. Warranty is not effective unless contract price 3%SERVICE CHARGE
is paid in full. If and only if the Customer is a contractor: per Florida Statues Ch. 713, the in the
event litigation arises out of this contract between the Customer and Advanced Aluminum, the
prevailing party shall be entitled to an award of attorney's fees.
This proposal does pot Oecne a contract until accepted by a corporate officer, if it is not accepted all payments will be refunded.
Purchaser Date
Advanced Aluminum By ' This Estimate Good For Days
BAR 29 20 15 PLEASE"SIGN WHITE COPY AND RETURN WITH DEPOSIT
RECORD COPY
3"x0.024xl--LB ELITE COWCWTE
PANELS OR EQUIVALENT. SPA-,#: 756t:I
S NFORD BUILDIN Dt ISfON
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS 1 {"rI r 3 I
AUT ORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
;ODES NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQU RING A CORRECTION OF ERRORS IN PLANS,
CO STRUCTION OR VIOLATIQF THIS CODE __
F3
��\1DING' I c
SA
r.
34
I f . IC V A a j'
WIND DESIGN STRUCTURAL DESIGN CRITERIA:
ULTIMA-rE WIND SPEED (3 SECOND GUST) - 130 MPH
BUILDING EXPOSURE - C
BUILDING IMPORTANCE FACTOR 1.0
MEAN HEIGHT 30' OR LESS
HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT = 1 .29
ixZ.
N
RJ0
L f�r"H E Trlr ) CIRf. I_r
llao m-pl-I ( xr c ,
E I ENGE1,41
I EREBY CER , Y==-; A1' "FHLSE r.
-SIGNED,iOR f+-rLTIMATE
130 MPH I"! AC_ SRDAIvf:E V T
REQUIREME S OF THE 6' D IO1
FLORIDA 3 LG_iNG COI
i
S
I'
c
P.E. # 42712
4
1
r
O
_ L —
Q_ UL,�
1. L:
O .0
I.X2
� -11
m3� -
•••
r� T
'3 �F3
zmc� T
r
Opp.-�=-.
G�xrz
'moo
Al
-,
Lo
J
-
Y U
H s
F w,G(D W Ox
:Lj
'
-
o0<
Jz
NHz �
z=�
UUQO
F)T"
36'
BEVO-
A7 fACH TO EACH POIN
017 CONNECTION WITH
412 TEK USE H-BEAR X 3i
DETAIL
UPRIGHT (RISER)
—SUPPORT FOR MAIN
BEAMS
••
oa
0 0
• o,
2X2X.125 ANGLES
SUPER W/6 # 12X3/4 INTO
GUTTER BOTH GUTTER
AND UPRIGHT
2" X 4" STRAP
W/4412X3/4
INTO 2X2&
PURLIN
2X�
IX2
i
c
t
t
(4) 412X3,/-I TEK
INTO 2x2x1/8"
ANGLE INTO
UPRIGHT
)N
BEAM
SCPEWS X 3/4
2X4
44 12 TEK
2X5
4 # 12 TEK
2X6
6 # 12 TEK
2X7
6 12 TEK
2X8
6 # 12 TEK
2X9
8 # 12 TEK "
2X10
10 # 12 TEK
GUSSETT CONNECTION
NOTE: ANGLE MAY
BE ATTACHED TO
(FRONT SIDE OF
UPRIGHT ONLY
WHEN APPLICATION
S NEEDED DUE TO
LACK OF SPACING
ON THE SIDES OF
THE UPRIGHT
DECK
DOUBLE
CRIMP
NOTE: SINGLE CRIMP
IS ACCEPTABLE
;,`NOTE: WHEN ATTACHING ALL
UPRIGHTS/POSTS TO WOODEN DECK
:#12x3" SELF TAPPING SCREWS SHALL,BE
t.UTILIZED IN PLACE OF TAPCONS NUMBER
OF SCREWS SHALL :REMAIN THE SAME
N
4" WIDE 1/8" STRAP AT EVERY BEAM
W/ (4) 4 12X3/4' IN GUTTER LIP, (2) 412X2"
INTO FASCIA
X
M3
Ilrf
2X BEANI
1317-AM SPAN
7" GUTTER r�
fob U
s
GUTTER CONNECTED TO SOFFIT
FASCIA @ 24 O C. MAX W/
912X2" SELF ..A( ING SCREWS
SEE DETAIL D
ON PG. 3 OF THESE
PLANS GUTTER CONNECTIONS
ABLE
I-LDT TAPCON
3 "X-3/8
J.G
FASTEN CA13LE TO UPRIGHT& GIRT IN
CORNER AS SHOWN W/8 TEK SCREWS.
THIS 5-I/2" CORNER GUSSET ANUF BRACKET
CAN BE' USED IN LIEU OF A 7" CORNER GUSSET
ANGLE BRACKET.
NOTE-: IF CONCRETE
THEN USE 412X3"
FASTEN GUTTER TO FASCIA
EVERY 24" O.C. W/ #12X2"
FASCIA CABS �,`,A
Y
7" SUPER G UTTER
I REBY'CER 111 Y TI' . TJ H,JFSF LAN r V,
E-SIGNELFGR ",,N 7MAT ViN EI
130 MPH IN ACCr ANCE IT ST :T
ENLARGED TOP ItEQUIRE[i EN•OF THE . II CAN L `. ' 017
VIEW BEAM 1-0 FLORIDA.B' DING C
ATTACH BEAM TO GUTTER
GUTTER W/ 2"X2"X.125"
ANGLE USING (4) 412X3/4"
IN EACH SIDE 4/4/
WILL IAM TS, . . 7
#12 HEAD W/5" X 3/16" TAPCON MINIMUM 2" ko0' pu
EMBEDMENT INTO CONC. FOOTER. START 6" A
NIAX FROM UPRIGHT, THEN 24" O.C. so
00
0 ?"x4" STRAP W/
(2) # 12x3/4" TEKS
INTO PURLIN &
UPRIGHT
IN2
CONCRf' I"E DECK
MIN (4) CONCEALED #TO X 1-1/2" o.
WASHER ILEADED SCREWS o 0
ROOF PURLIN PURLIN TO POST CONNECTION
(ROOF SN1:B) nzi
\ r.
#12 X 3/4" SMS TO HOUSE WALL ATTACHMENT/
\ FASTEN SN18 @ 2" FACE OF GUTTER:'
O.C. MAX 2X2PVU13
TO BLOCK WALL USE
4,12 HEAD 2" X 3/16"
®0 0 X 2 INTO WALL
1X2 OPEN BACK BASE RAIL
1/4 EMBEDMENT TAX GLES
TAPCON
2"X2'IX1/8" ANGLE
FASTEN TO BEAM * TO WOOF OR ALUMINUM,
O . (2) 410 X 3/4" TEKS W/ #12 X3/4" Y 4" USE 412 X 2" SCREWS
Q . IX2 OPEN [SACK
Q BASE RAIL
PLAN VIEW 2X2 HOLLOW
��— FASTEN 1 X2 O.B. TO 2"(X)H"
W/ #10 SMS @ 24" O.C.MAX
6" FROM TOP & BOTTOM
2' X_"XI/8" ANGLE ,
ELEV (2) 1 /4"X2" EMBEDMENT TA1 CON
O �` 2''X2"X1/8" ANGLE 1X2 OPEN
BACK
BASE RAIL
a.. a
d
a 4
L9
a EXISTING 4" CONCRETE
SLA73 -W/ EXISTING
REINFORCED 8"XI2`'
CONT.FOOTER
ULT 130-170 MPH
ASD 110-130 MPH
TYPICAL DETAIL
EXTERIOR CORNER
@ BOTTOM
START MAX @ 6" FROM END, THEN 24" O.C.
INTO BLOCK WALL:
USE 412 HEAD W/3" X 3/I6! TAPCON
\ FOR SMB CONNECTION:
USE 412 X 3/4"
VERTICAL MEMBER MIN (4) CONCEALED
SMB OR HOLLOW °_ # 10 X 1-1/2" WASHER
HEADEDSCREWS
---�— a ---
k.12 X 3/4" SMS TO
FASTEN SMB a 2"
O.C. MAX
NOTE
DETAIL. D
120/130 MPH WIND SPEEDS 1 /T",0
TAPCONS TO BE UTILIZED
140 (+) MPH WIND SPEEDS 3/8';'0
TAPCONS TO BE UTILIZED
ANGLE MAY BE ATTACHED TO SIDE OF
UPRIGHT ON TOP OF Ix2 BOTTOM PLATE
2x_ ALUM, UPRIGHT
2x2.0/8" ANGLE
(4) #12x3/41.. EK INTO 2x2xl/8"
2" (MIN) FROM
ANGLE INTO UPRIGHT. (BOTH
EDGE OF SLAB
SIDES OF UPRIGHT)
TAPCONS SHALL PASS THRU 2x2x1/8"
ANGLE NTO AND THRU PAVERS AND
lit BOTTOM PLATE
EMBED A MIN. OF 3" INTO THE
CONCRE CC FOOTER (SEE NOTE ABOVE
TAPCONS SI LAI L PASS THRU
FOR Dl 41ETER SIZE)
lx2 BOTTOM PLATE AND
EMBED A MIN, OF 2" NTO
"
PAVER DECK
CONCRETE1700TER
CONC,FOOTER
2"
(MIN)
3" (MIN)
. .
a
URIGH T ATTACHMENT DETAIL TO PAVER DECK.
SCALE: N.T.S.
PAVER DECK ATTACHTAFNT:
412 HEAD W/5" X TAPCON MN. 2" EMBEDMENT INTO
CONIC. FOOTER. START 6'" MAX FROM UPRIGHT, TEIEN 24" O.C.
Q T
*NOTF_*:
FORTH IIN PAVER DECK, #12 HEAD
!0'/4" X 3/16" TAPCON MAY BE USED
® IN LIf.0 OF 5".
!x2 x
CONCRETE DECK
(THICK PAVERS)
NOTE: WHEN ATTACHING ALL
UPRIGHTS/POSTSTO WOODEN DECK
#12011 SELF TAPPING $CRE_, S SHALL BE
UTILIZED IN PLACE 01P Y APCONS,_NUMBER
OF SCREWS SHALLAIFK.W;IN, THlE�,�lrr
1 HE Bx C �ClFY THA'C HLSE PLA �Sf' 1VE
D V IGN L FOT; AN''i' NIAT
MPH INACC0 ANCE WIT I �S 1
Q1RU1,EMNT F THE 6TH
FLORIDA
EUt ` INE CODE!
P.Z-, i2712
Wti
If
T~nv ROOF TO SCREEN WALL
A,CHMENT USE #12X5" SELF
' ING, (4) PER 4' PAEL, (2 )
2' PANEL
TOP PLATE
CHAIR RAIL
:2 BASE PLATE
SCREEN ROOM ATTACHNWNt
FASCIA
FASTEN 3" REC.
CHANNEL TO PANELS
NV/ (1) 912X3/4" TEKS
EVERY 8" O.C. MIN. 5
PER 4' PANEL TOP AND
BOTTOM OF CHANNEL
INS: ROOF
LFASTEN CHANNEL TO FASCIA
W/ (1) 91OX2"EVERY 12" O.C.
IF INTO BLOCK WALL, ATTACH W/ (1)
412X2" TAP -CON EVERY 12" O.C.
NOTE; THIS DETAIL, IS N/A FOR ANY
MOBILE HOME & 4TII WALL MUST BE
CONSTRUCTED ACCORDING TCO.F.B.C.
r `y.
I REBY CF?7 1 Y THA" HESE ANS df
ESIGNEb rOR'AN 0 ".'iT A i F JI`'D D O
130 101 EH LN ACV'O ANC E TH T1
REQLYl EmEN (:' F THE 'HE T]
FLORIDA BOl I' i!NG
11
i
, P.E. # 427
•r'
{'4
0
2x HOLLOW UPRIGHT 18',XIS"XI-S" DEEP 2,500 PSI
(-NIIN)ISOLATED CONC. TOOTER
2"x2" x.115" ANGLE ALUMINUM UPM- GHT SIZE
SHALL BE SPECI'FIED ON PG. l
(2) #12x.3/4" OF THESE PLANS WHEN AN -
TEK SCTIEWS ISOLATED FOOTI R IS rho BE USED !
Ix2 BASE PLATE ATTACHED
TO EXISTING LOCK KNEE ° _ T i
WALL W/ 1/4 � —I (1) 1,11'(� TAPCON �} / 3" (MIN) � I
TA LL / 1/ 24 X , EMAtDMI NT FOR ATTACHMENT
" O.C• I I OF UPRIQHT TO THE EXISTING)
( I KNEE WALL 0 f 1
f a i i.
I E d
EXCNTING BLOCK KNEE L- J °0
— — — -I WALL TO REMAI\ I' a
I
SIDE VIED/
o SCALE: N.TS
a.
ISOLATED CONCRETE
POST TO EXISTING CONCRETE FOOTER DETAIL
KNEEWALL ATTACHMENT DETAIL
SCALE: NOT TO SCALD
CLEAN COMPACTED
1)
DNOLITHIC
5 CONT. REB,+,R FOR FOOTER
012"XI2" IN SIZE. FOR 12"XI6"
rER (2) 4 5 CONT. REBAR SHALL
EQUIRED.
MONOLITHIC FOOTER DETAIL
SCALE: NOT M SCALE
CLEAN COMPACTED SOib
ALTERNATE ATTACHMENT:
ATTACH POST TO FOOTER NV`/
2X2X -I25 ANGLE UTILIZING (3)
912X'3/4" INTO POST & (1) # 12
TAPCON INTO FOOTER (2) ANGLES
PER POST. ANY PARALLEL SIDES
EIL
TE: (2) #3 BAR IS SUFFICIENT
EIU OF (1) 45 REBAR
PAVER DECK
r2,500 PSI (MIN)
I CONCRETE MONOLIT4 -
MOTER
(1) # 5 CONT. REBAR FOR FOOTER
UP TO IZ'XI2" IN SIZE. FOR 12"X16"
FOOTER Q) # 3 CONT. REBAR SHALT;
BE REQUT ED.
IltI:r GQI
ISOLATED PAVER DECK
FOOTER DETAIL (OPTI'ONA)
SCALE: NT TO SCALE
NOTE: NOT APPLICABLE ON JOBS VWJ
EXISTING CONCRETE SLAB
FOOTF,R SIZE TABLE'
A
B
SPAN
8"
8"
UP TO 16'
8"
12"
16' TO 218'
12"
12"
28' TO 40'
12"
16"
4.0' & CREATE[
I i
f .
j
I HE BYCERT,114,YT THESE ANC N'
11
DE GNLO FOR AN U 1NIA I E D SP
I MPH IN Ai C(i ANCE V , TI 1
QUIREMEN7 cTHE FDIT
F
. ROBERTS, P.E. `L-! 42712'
7
-Boundary
Survey
CELERY LAKES PHASE 1
PLAT BOOK 62, PAGES 75-76
TRACT C
N89°29'30"E 49.21'(M)
IRON N89'38'17"E 50.00'(P) IRON ROD
Roo
— — — — — — — — — — --i ...... -----------------
o o i
I <6-063 M I (o °
€ i o
FLAN S U,
IAPPROVED
I`6 i `6 SmI >
�..-
z€ i=
t Y�6 I
L'
r.,
O PD € CONCm4
-PANO
- o co
�. C �
J
Ok to install
10' x 32' (320 sf) screen I �'
r: om
on existing concrete I W W
slab. Meets area and
13
dimension regulations for RESIDENCE
approved PQ.126LOT
CV CV
-
CD- -O
--
- _ Z j1..
I a:x', I
COV
9:
- ENTRY
5.2' 19. 7' m;
.....r. � o
i A f 5.:r
....��
i TILE
�- -
I D/w
L_ _.. _... _
y
FND 5/8" FIND 5i8"' 'a. 1(� U: I FND 5r8- IRON ROD
IRON ROD IRON ROD .y' ' PLAT C,ORNER(111.1
,;
Q______ _ _--------------
® _---SEi9'38'17"VJ 50.OU'(P) 0.2;OFFy... 58 FAT-' 7'W 50.00'(P) ' 4'WALK,
N89'55'32'W 49.95'(M1A)
89 22'21 .
_ f•JOAMI CI1RB
W_HEATF_IELD CIRCLE
50' PLATTED RIGHT-OF-WAY
ASPHALT ROADWAY
- ADDRESS Q
Z
12.6 WHEATFIEL.D CIRCLE
`
SANFORR,FLORIDA 32771 1"-310'
GRAPHIC SCALE;
LEGAL DESCRIPTION:'(AS'FURNISHED)
a s- sd
LO;T' 14, OF CELERY LAKES PHASE 1A, ACCORDING'i0 THE PLAT THEREOF AS RECORDED IN PLAT ,
BOOK 67, PAGES 98 AND'99, INCLUSIVE, OF THE PUBLIC RECORDS OP SEMINOLE COUNTY, FLORIDA.
BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE.BASED,ON,THE EAST LINE OF LOT 14;'BEING S 60"21'43" E; PER PLAT "
IaT OF ! ,--;„,„t t- Cr<c nc:I r. _N1 <:. FENCES AS SHOWN, ALSO REAR HOL.JSE CORNER IS IN E,ASEMIENT
DLS 4: 18-03-0221 " ,
LEGEND
FLOOD 'ZONE INFORMATION
CLIENT 4: 126 WHEATFIELD CIR
(FOR INFORMATIONAL PURPOSES ONLY)
FIELD DATE: 04/01/18
DRAFTER: DJC -
A;CAir conditioner P -Plat.-
APPROVED: BHH
- Calculated PS - Plat Book
ti Cent dine ' PC Point of Cufvalure
CS Ccnr ete Block PI - Point of Inter eclion
CM - Concrete h-0onun,ant POB - Point of Beginning
CONC - Cc IarF_te . , POL - Point of C.onmercemera '
SUBJECT PROPERTY SHOWN HEREON APPEARS TO DE LOCATED IN
FLOOD ZONE X. AREA OUTSIDE OF THE TO(,YEARFL.00Df LNN,
PER F I.R.M PANEL NUMBER 12117C 009OF
LA T F2E}lISION DATE 0.9!"e8i07 -
;.
CERTIFIED TO: (AS FURNISHED)9
RENE RIGS - -
COV -Covered PP -Power Poll;
-
tuD Ue enpU , oeev
xPRF
_
SURVEYORS CERTIFICATE
.Reference
DE Drainage EasementPKM Pmaret
"
-
DUE. Dr.m.ge & Utility Esmt Mnnumenl
Driveway . R Radial
RPA Radial
I.HEREBY CERTIFY HAT T HIS SKETCH OF SURVEY -WAS MADE UNDER MY
- NOTES
I . nnule,nP ,p, r ; h�',. nrI hrrn mva hn^for ,aps cwrlans ancrcv�
E:S ement R3 Rebar 8 C.:P
EFE
RESPONSIBLE CI1AK 'E AND, 10 FHE;BES7 OF MY KNOWLEDGE AND BELIEF SAID
Fin
FFF.. -Fir: Ali. d'Flcnr Elevatir.•n RFD - Roofed -
SURVEY MEETS 711L lAINIMU.1 rECI{LAICAL S'ANDARDS SET FORT I I BY THE FLORIDA .
z I I✓I it F.q' uw r a-u3f-rF n u ,,:rls or
FND. - Found UE Utility Easement
BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER J-17 FI:ORIOA `
n r Y r n m - nw Pl uvea, ons
`
IP -Iron PIP° 4"Itt -1 atertl ter
L - Lenyth L4r)
'AUMfNL_Y'RA'I'IVL COL'E.yUR I HER, I1113 DOI UfA_NI'IS L-LECTRONICALLY SIGNED AND
t o- be I h m y d urre
1 as
p Delta ;Cultrai Aryle)
PA -Measured
SEALED PURSUANT TO SECTION 472.027 OF THE FLORICN STATUTES AND CHAPTER
r I by m6 wrvev,
1
•�
..o. Wood+PVC Fence
-
N&DNail4Dl r
NR -Nor Radial -Uhair Link Fence
OHU - Ovcrh ad U.iliy Line
;>,J-17 OF THE FLORIDA ADMINISTRATIVE CODE.
nry - pl s r I 1 a n P - to
ORB _ Offiaal Records Book -
DATE OF FIELD WORK: 04/01/18
—re
fvr I r
I
DATE SIGNED: 04/09118.
-
" 1
e
.r and n y m gr_a[ Ihir. (:rr.A, nn,.�
I. h mainIr7 r: a� 1o.nrn'
SURVEYOR'S NAME: BILL H. HYATF LS4636.
P` us
DEAL LAND SURVEYING. LLC LB 8121
r2 I} . JI 1 r v uc wJl ul .y n
L:eh, a+L.ao run a ;.r:Ia .. n _ „r •Y , In,,.
FOR ALL INQUIRIES CONTACT:
NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE
Deaf Land Surveying, LLC
804 S Frenr"h Avenue
Sanford, FL 32771 -
AND AUTHENTICATED ELECTRONIC SEAL '
THIS SURVEY IS PREPARED FOR THE EXCLUSIVE
11SE AND BENEFIT OF THE PARTIES LISTED HEREON.
DATE
REVISION ' DATE
REVISION
LIABILITY TO THIRD PARTIES MA.Y NO T BE
407-878.3796
TRANSFERRED OR ASSIGNED.
INFO@deallandsurveying-coin
� l�tiil 1�1111111I 11�il tlll� ll�l! till 1�fi _'
trii.+��!►�i1.��'1111�1f
'T►T.7�1ti�A G'�A. i��rl
State of Florida
County of Seminole
Permit Number:
taRANI 11ALOYy SEMINOLE COUNTY
LER1' 1)F C:T.E;:CU):, COURT ~. C:OrIF'TROLLER
CLERK'S Q 2C11gt_I 0021
RE'-'ORDED 0;% 07;'.?1-11'a
RE::C:01""11r;G FEB $10,il l
ORDED BY hdevore
Parcel ID Number3pr—)"I--31 —J ( 0 - DWO
The undersigned hereby gives notice that improvement 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.
GFfVE�RCAL D S� CRIPT`ION OF 111�RRCtEM�E�N f:
fca-
Fee Simple Title Holder (if other than owner) Name:
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713.13(1)(b), Florida Statutes.
Name:
In addition to himself, Owner Designates of
To receive a copy of the Lienor's Notice as Provided in
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a
different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true
to the best of y knowledge and belief.
�- Owner's Signature Owners Printed Name
Florida Statute 713.13(1)(g): "The owner must sign the notice of commencement and no one else may be permitted to sign In his or her stead.'
State of / County of SNNlt a)ale.
The foregoing instrument was acknowledged before me this a;�ff day of 131,44CA , 20
by &) C / C I � S Who is personally known to me ❑
Name of person making stattern
OR who has produced identification LJ type of identification produced:/✓, 4 • !7-
o40 ty Notary Public State of Florida
Daniel Thompson
,.q My Commission FF 961080
OF ��@ Expires 03/25/2020
Notary Signature
d, Y.
O k'V 6
o�
Q
v'i