HomeMy WebLinkAbout344 Appaloosa Ct (4)06/25/2003 15.31
Permit 0: V J
Job Address.
Deterlptlon of Works
487-550-68715IWTURE POOLS
,� CITY OF SANFORD P$RMIT ANUCATION
Hbtaie Det Zoning: voters of wotist $ S S Q -3
181111110
Permit Typal Suild6tg ! Siesaattiovsl Maohaaw _ Piurnisins __ Five WaklodAfamt ,^ Pool
JEleatrteal: New Service - N of AMPS Addition/Alteretion Ch p of Servios Tetr>posMiy Pale
Meoheoteel: ResidentW Non-Roddmneial Replustmu New (Dvot Leyout lk,8norgiy C b� Required)
PIUM11115g! New Conlmorelai: 0 of FkWeve p of Water A Sower Lines_- ` p of Cha Linea
Ptutnbtes/Now 11tootdeatW: oaf Wow Cieaoea � Btn®blaS Repair- Reeidautisl or Cot7uoeMW
Ocaapattty Type Retddestfial Indtiatna!_ Teem Bgtast'e Pb®taio:
Cea(drttetioo Type: b of $tarieat F of Dew"! Units: Fbodt 3aaa (FEMA floret re"Ind bar asoar than X)
Pe" N: (AVAA Prootrof Otsn"ip b t oepl i)oerlptloa)
Owesrs (Nacres a Ad&m: _ � pRr� *AV i2�o ►J �g 2�sU �i9 �Lt� e.le CJ 1A ie5i�r741. Q,(---
G.�_%�._�03�
CoatrasMr 1'/ars» 8 Address:w : SiG h4 �� b'o�-S �-3 �$ i7TYv�WC�J�
T -% Q, -v{� gists Uceaae 11 atraber C�I'1� �`,,-i��-t 3
Phone b Fan; ___, Coatsct ►esroee:� pbeae i ���' ��� g
Address: _
Mortgov [.soder: aJ T
Addriw: ~'- ~-
Arohlteetrenglneer: phone: at5s-
Addwas:5OA <--- ZA-C5x- 04b- 3g$jMk — F0e
Applieatioo is hereby mods to obtain a poro* to dodo week and installations as indicated. I card h that oo wart ar Installation bas corrviepoed prior to the
issuance of a petnnit and that ail we& WW be perfarosd to mat standards of all laws tegttlsting oottatntodoe in this j xiedlotim. I uodwatattd iiia[ a sepatsie
permit must be secured Mr ELECTRICAL WORK. PLA MBINO, SIGNS, WELLS, POOLE, FURNAC&S, BOILLRS, NHATEK TAM and
AIR CONDMONRU. enc.
UNWI R's APEIDAYli l port* tires at! of du &Wino information is occults and that all wont mitt be done in aargHa000 with aA eMH;ablo laws rogdadttg
eoestrttodoa turd t on* WARND10 T+OOWNM YOUR FAtLURB TO RECORD A NOT 1CII OF CONUDICBMINT MAY RESULT IN YOUR PAYAVt3
TW1CB POR 5~11VEM811 B TO YOUR PROMTY. IF YOU INTEND TO OBTAIN FINANCIN4 CONSULT WrW YOUR LENDER OR AN
ATTORNEY l MRR RBCO(RDINO YOUR NOTICE OF COMMENCEMENT.
In sdd4don b tM rartul+wtssats ibis pre+it, two maybe additional resniedona apyl to this Lound is the public foe
�. esti fllsre may be additional a rogtdtod 6vnn other govantneatel eadtiaa attoit sewMWt1_11
to agrales, or federal a
an I WiII sooty the owner of ti:e vety of the r i Is o//%e"'Oo7lSiang of goat to SiRtaum o ContWAt k
prin?or
/A,ant9lfeme Print ContrsctWApent'e Wsms
S4' ofNoa Roe o Fterids truh of No v -s of ler[da to
Owner/Agent is _2�Pettat ottly Known to Me or
,,,,. Produced ID
Contractor/ARettt :s -ye/-porsonelly Known to Me or
Produced ID
APPLICATION APPRUVri.) RY: Olda:yA(_- 8 IS `" •� toning: Utilitki: ND:
Qn, (Initial A Dote) 1(Initial & pate) � , � ,,(Initial At Uwe) (initial & Date,
Special Gonditiona: - ! �`+�` - -� "��JO(� �.� �,L"�'SL}�(�Q
Parcel Information . 20TAugust2003
Parcel: 18-20-31-506-0000-0990
Property:
Owner:WEST LAKE PLANTATION LC
Mailing:1399 W SR 434
LONGWOOD, FL 32750 6257
Legal: LOT 99
BAKERS CROSSING PHASE 2
PB 62 PGS 97 - 99
Page 1 of 2
TRY: 2003
TD: S1 SANFORD
DOR: 00 VACANT RESIDENTIAL
Exemption
Homestead Year Granted:
Amendment -10
Amendment -10
Prior Year Total
Re Appraised
%
Addtion
Total %
Land Value
Reason
$6,310
AL
$6,310.00
$6,310
Extra Features
$0
$6,310
Building Value
$6,310
$0
Income Value
Total Just Value
$6,310
$6,310
Correct Assd/Admin Value
Classified Value
Amend 10 Adjustment
$0
$0
Total Assessed Value
$6,310
$6,310
SALES
Sale Deed Description Sale Date JOPR Book IORB Page Sale Amt v/11 QC
LAND
CODE
Land Rate
Ag Rate Land Area
Frontage
DIT
Depth Class Value % Adj
Ovd
Reason
Just Value
AL
$6,310.00
1.000
$6,310
$6,310
Total: $6,310
$6,310
Permit #
Job Address:
Description of Work:
Historic District:
Zoning:
CITY OF SANFORD PERMIT APPLICATION Q
Date: U ��
Value of Work: S X� v I
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 Water Closets Plumbing Repair - Residential or Commercial
Occupancy Type: ResidentialCommercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #:_yy ' ,t�� ! J Pl (Attach Proof of Ownership & Legal Description)
Owners Name & Address: 1L ^ '�1 L] tC?a��i "t� NA=r1_
Contractor Name &� �Address:
'XcT'nt lyel I.ddI "►
Phone & Fax:\
Bonding Company:
Address:
Mortgage Lender:
Address:
Phone:
AA -'-6 � 2 __).W(____,Stat, License Number:
No Contact Person: .A1-_-V_A QJL-
1
a,
Architect/Engineer: nA e J Phone:
.Address: 0 � �" C "1� ��J ►v J � � � A�� � Fax:
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.
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
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PA.YI 1G
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 applica a 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 a r management dis ts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requiremen f to 'dLien L F 13.
Signature of Owner/Agent Date Sign re of Contractor/Agent Date
Print Owner/Agent's Name Pr t dontractor/Age t'sNam
Signature of Notary -State of Florida Date fl o p 9kf46b6 Date
EXPIRES: November 12,20M
•
N�grEOF?
Bonded Thru Budget Notary services
nP F
Owner/Agent is _ Personally Known to Me oro ractor/Agent is Personally Known to Me or
Produced ID roduced ID Pk
APPLICATION APPROVED BY: Bldg: DmF Rs 2-q 03 Zoning: Utilities: FD:
(Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date)
Special Conditions:
POWER OF ATTORNEY
STATE OF FLORIDA
COUNTY OF ORANGE
Known to all men present, J. Michael Malagian, of Signature Pools, does hereby
nominate, constitute and appoint
P47alu- ca",E tzG0 , as his attorney in fact for procuring
swimming pool permits at:
-I-- i I I "- I i3y A P?o4 �¢ro s t civ t
J.Michael Malagian.
Before me, the undersigned authority, personally appeared J. Michael Malagian, who
is known to me.
P F[ JENWER MAL4GIAN
MY Comm Exp. 8/18/04
�CC 957724
i6�o�en IICOWL&
POWER OF ATTORNEY
ELECTRICAL PERMITS
STATE OF FLORIDA
COUNTY OF ORANGE
KNOWN to all men present, "Robert M. James, of Bob James Electric does hereby
nominate, constitute and appoint
LiA� e u- a -a- ,; Vk-,6D , as his attorney in fact for procuring
Electrical Permits at: ,�O
(Job Address)
A-t,&/M45i,o�
Robert M. James
Before me, the undersigned authority, personally appeared Robert M. James, who is
personally known to me.
fury P 4 lic, State of lorida
4 J1AR 1
OTA N9 Cbmm EV- 81IN4
Pl3ELtf. R:
C., 357724
a; rasrai lid Wtn 1102=L .
IIIIIIIIIINII111111NIIIIIIIIIIIIINIII OIIIIINIBIII Ifill
MARYANNE MORSE, CLERK OF CIRCUIT COURT
SEMINIILE COUNTY
BK 04973 PG 0556
CLERK'S # 2003146119
RECORDED 08/20/2003 02f48f27 PM.
RECORDING FEES 6.00
RECORDED BY L McKinley
Permit No Tax Parcel Number
NOTICE OF COMMENCEMENT
rtty,
Prepared by: Byron Maddox for Signature Pools, Inc. OWN
Cau•
Sebe yFlorida 2318 Homewood Dizve
SE 111 r h101.c
Cir do, F132809
The UNDERSICNE13 hereby gives notieeithat improvermvnt will be made to certain real property, and in
accordance with Chapter 713, Florida Stktutes, tete faitvwing information is provided in this Notice of
Commencement Le"T 1
1, Description ofPropem.- Bakers Cl-osshl j! * Metes & Bounds * Seminole County
344 Appaloosa Court, San -ford, F132773
(L¢ga1 dav=riPijpn flf the Property, a ne rtrca address if available i
2. General description of improvement- INCROtlhl® SWIMMING POOL & _
SCREEN ENCLOSURE
3. Owner Inforrrlation.
a. Name and address A R. Hortoa * 6250 Hazelton National Drive, Orlando. Fl 32522
b, interest in property f: �-
a. Name and address of fee simple titleholder 0 0,
4- Contractor: (name and address)
a. Phone number
S. Surety:
a. Name and addr
b. Phone number
IN other than owner)
con
c. Amount of bond * .OQ
S. Lender. Name and address
u
a. Phone number t ) rax number( )
7. Persons within the State at Florida designated by Owner upon whom notices or other documents
may be served as provided by Section 713.13(1}(s)7., Florida Statutes:
a. Name and address t3\VN.
b. Phone number( ) Fax number ( )
8. In addition to himself, Owner designates ry' I1i of
to receive a copy of the Lienors Notice as
provided in Section 713.13(t)(b), Florida Statutes.
a. Phone number( } Fax numbers I
9. 1Explratlon date of Notice of Commencement (the expiration date is 1 year from the date of recording
unless a different date is apacIn
rt �so�
Signature ar Print Name of Owner
STATE OF FLORIDA COUNTY OF
Affirmed and subscribed before me this day of
by 1Q P.`-4Za- (ha is p rsanaW known to rr a or who bas produced
!type of ID) as IdortfHcatlon. of r ay JENNIFER MAI.WAN
- � I A If - - ,, z )n �,- - --
Slgmtur cry Pu tic Stals M Flor
otarlai seal
otAR v hey Cvmm Exp. 8,/1£SM4 '
r=uouc No. CC 957724
ff l�erscnaty V-0. I 105. I.Q
Print. Type or Stamp Name or Natary
PLOT PLAN
DESCRIPTION:
A PARCEL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF
SANFORD, SFNIIP40LE COUNTI', FLORIDA., BEING MORE PARTICULARLY DESCRISEDI AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF LOT 49, BAKERS CROSSING PHA
27 THROUGH 29; THENCE RUN S89'35`18"E A DISTANCE O'F' 233.11 FEET; THi
DISTANCE OF' 82.96 FEET; THENCE RUN N15'09'43"E A DISTANCE OF 85.13 F
N31'09'59"E A DISTANCE OF 79.73 FEET; THENCE RUN N61'11'51"E A DISTAN(
RUN EASTERLY A DISTANCE OF 346.13 FEET TO THE POINT OF BEGINNING; TI
DISTANCE OF 82,76 FEET; THENCE RUN EASTERLY A DISTANCE OF 152.34 FE
NON—TANGENT' CURVE; SAID CURVE CONCAVE: SOUTHWESTERLY, HAVING A RAI
CENTRAL ANGLE OF 46'05'42", AND CHORD OF 19.57 FEET BEARING S23'02'5
ARC OF SAID CURVE A DISTANCE OF 20.11 FEET; THENCE RUN SOUTHERLY A
THE -NCE RUN WESTERLY A DISTANCE OF 125.00 FEET TO THE POINT OF BEGIN
ACRES t.
LUT 99 CONTAINS 10,644 SQUARE FEET 2
YSTRUCTURE
LEGEND
TpAJS CONTAINS 2107 SQUARE FEET f -...
TOTAL CONCRETE 526 SO. FT, t
'
TO'TA. SOD 801_ 1 SS, FT. w w�
_
BUILDING SETBACKS
FRON Ti 25'
IREAR: 20'
SIDE: 5'
CORNER; 15'
MLW: 50'
NOTE;
WE DO NOT ACCEPT RESPONSIBILITY FOR
ANY ERRORS THAT MAY OCCUR MOM T11
USE OF THE UNRECORDED PROPOSED
PLAT 7WS PLOT PLAN IS BASED ON.
LOT 100
1, PLAT BOOK 60, PAGES
CE RUN NORTHERLY A
T; THENCE RUN
OF 51.74 FEET; THENCE
NCE RUN N25'01'00"W A
. TO A POINT ON A
JS OF 25.00 FEET, A
E; THENCE RUN ALONG
)ISTANCE OF 56,99 FEET;
ING, CONTAINING 0,24
NON -RADIAL 1 4' j
p
n
4 $�0
'''' I sag'
a4a.lx NJO"00 00'W ; 125.00'
%���
I
LOT 96 ! t EVATI�8 I �;
d) I... rp NRO
tx
OF ADjACENT ROAD
O a=46'°. E ISE APPROVet);sf
R=25.00' M
--
L -20.11x' UNNAMED ROADW—A--Y-1
C13=523'02'50"E PROP08E0 BAKERS CROSSINO, PHASE N
C=19.57'.. -,
IF`F& ct6d u' 3 F L
PLAT IS REVIEWED
CITY1 OF SANFORD
PREPARED FOR!
D.R. HORTON
1. ELEVATIONS SHOWN ARL PER LOT GRAOING
KANS PROMDED BY THE CLIENT.
THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES
ONLY, "PHIS IS NOT INTENDED FOR THE CONSTRUCTION OF
THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTIO!
LIST FOR CCNSTRUCTION.
ALL SUiLOING SET BACK 1_INES SHOWN HEREON iS PER DATA
FURNISHED BY CLIENT AND IS FOR iNFORMATIONAL PURPOSE'
ONLY, THIS IS NOT A SURVEY
THIS IS A PLOT PLAN ONLY
I HAVE EXAMINED THE F.IA.M. COMMUNITY PANEL
NO 12028V 0045 E DATED 4/17l95 AND FOUND
THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A
AREA WITHIN 1DO YEAR FLOOD PLAIN.
BEARINGS SHOWN HEREON ARE BASED ON
THE SOUTHERLY LINE OF LOT 99 AS
BEING S90'00'00 E PER PLAT.
w.m..w.ms®eArrwomswmr s�emrsseas.owo.
FIELD GATE:) RE_MSED; --
I , 40 FEET --
APPROVED BY:
JOB NO. ASM41769--
DRAWN BVI, 5-15-0 SDO
MRAMU.V LOT W131H
POINT ON AOIINOARY
POINI ON LINE
POINT OF COMPOUND CURVA!URE
PUNT ON CURVE
OFFICIAL RECORD
PLANNED DgWLOPMF.NT
DENOTES DELTA ANGLE
DENOTES ARC LENCTH
DENOTES CHORD BEARING
DENOTES POINT OF CURVATURE
DEMOTES POINT OF INTERSECTION
DENOTES POINT OF REVERSE CURVATURE
DEMOTES PONT OF TANGENCY
TYPICAL
AIR CONDITIONER
CONCRETE 9LOCK WALL
RADW POINT
RADr
COHLTIfiE 5LA8
CHORD LENGTH
RIWI-OF-MAY
1, THE SURVEYOR HAS NOT ABSTRACTED THE
L SHOWN HEREON FOR EASEMENTS, RIGHT
OF AY, RESTRICTIONS CIF RECORD WHICH
MA AFFECT THE' TITLE OR USE OF THE LAND
2. NO NDERGROUNO IMPROVEMENTS HAVE BEEN
L TED EXCEPT AS SHOWN.
3. NOT 10 WTHOUT TW SICNAT41RE ANO THE ORIGINAL
RAI SEAL OF A FLORIDA LICENSEO SURVEYOR
MAPPER.
5 -zo-05
/V1
FOR
THE
_
FIRM
R. hNSCATELLO� JR, PSMp 928 DATE
LEGEND
.– — ---
-- .-- BUILDING SETSACK LINE
'----- –
– - RIGHT OF WAY LINE
f�^x PROPOSED ELEVATION
PROPOSED DRMNAOE FLOW
CONCRETE
L9
LAND SURVEYING BUIN1ESS
LS
LAND SURVEYOR
PRN
PEkMANENT REFERENCE MONUMENT
P
PERMANENT CONTROL PONT
{P�
PEA PLAT
MEAED
(CAL{M)
CALULATED
FW
FOUND FOUND
C,/W
CONCRETE WALK
5 w
SIDEWALK
CP
CONCRETE PAD
P3a�
K,
yyNOS
pPpLLAAAOTTE gROO
NAIDRAL GRADE
SOI. F7.
SQUARE FEET
MRAMU.V LOT W131H
POINT ON AOIINOARY
POINI ON LINE
POINT OF COMPOUND CURVA!URE
PUNT ON CURVE
OFFICIAL RECORD
PLANNED DgWLOPMF.NT
DENOTES DELTA ANGLE
DENOTES ARC LENCTH
DENOTES CHORD BEARING
DENOTES POINT OF CURVATURE
DEMOTES POINT OF INTERSECTION
DENOTES POINT OF REVERSE CURVATURE
DEMOTES PONT OF TANGENCY
TYPICAL
AIR CONDITIONER
CONCRETE 9LOCK WALL
RADW POINT
RADr
COHLTIfiE 5LA8
CHORD LENGTH
RIWI-OF-MAY
1, THE SURVEYOR HAS NOT ABSTRACTED THE
L SHOWN HEREON FOR EASEMENTS, RIGHT
OF AY, RESTRICTIONS CIF RECORD WHICH
MA AFFECT THE' TITLE OR USE OF THE LAND
2. NO NDERGROUNO IMPROVEMENTS HAVE BEEN
L TED EXCEPT AS SHOWN.
3. NOT 10 WTHOUT TW SICNAT41RE ANO THE ORIGINAL
RAI SEAL OF A FLORIDA LICENSEO SURVEYOR
MAPPER.
5 -zo-05
/V1
FOR
THE
_
FIRM
R. hNSCATELLO� JR, PSMp 928 DATE
DATE POOL PURCHASE ORDER NO.
CUSTOMER NAME Columbus Jones
STREET ADDRESS 344 Appaloosa Court
Lo -r #99/2 DEVELOPMENT Bakers Crossing
MODEL OF HOUSE 2879 CTR
GARAGE: RIGHT LEFT
CONTREACT INVENTORY PRESALE
POOL - INCLUDING STANDARD FEATURES
OPTIONAL FEATURES:
1I_ Y N ACRYLIC DECK TOPPING PORCH
2. Y N SCREEN PORCH WALLS
3. Y N ADD DECKING TO REMOVE PLANTERS ALL OR PART
4. Y N EXTEND DECK & SCREEN
5.
Y N
ADDITIONAL POOL AREA
G.
Y N
6' RAISED CORNER PLANTER
7.
Y N
12' RAISED CORNER PLANTER
B.
Y N
T RAISED AREA
9.
Y N
12' RAISED AREA
10.
Y N
2 FAN SPRAYS
11.
Y N
DESIGN WATER FEATURE
POOL MODEL "M" Series Modified w/ Spa
ACRYLIC DECK: WHITE GREYOVERCAST BONE
AUIOND ANTIQUE FROST LINEN TAUPE
TILE: istCHOiCE BAHIA CDLOR
TILE: 2nd CHOICE -
SCREEN COLOR:
SCREEN STYLE
12.
Y N
SPA WITH / GAS HEATER / 4 TON HEAT PUMP
13.
Y N
RAISE SPA - 6' 12'
14.
Y N
4 TON HEAT PUMP
15.
Y N
SOLAR HEATING
ANY OTHER FEATURES:
APPROVED - D.R. NORTON SALES
L_____
TOTAL
P 0 0 L S
COLOR
WHITE BRONZE
GABLE DOME MANSARD
AUDIT I
[_ $329887.00
POOL LAYOUT SIGNED BY CUSTOMER
3988 Towne Center Boulevard • Orlando, Florida 32832 • (407) 851-9086 • Fax (407) 851-6923
;I
TA:
STYLE:.
FRAME
DOORS:
1 SCALE: 1" = 8' 1
6" Raise
I(D
° PREPARED FOR:
COLUMBUS JONES
Planter
® LOCATION MAP
LOT 2/99
'Bakers Crossing'
S. Sanford Ave.
Sanford
Ave. v
J 0792
° Raised
40'-0°
_Planter Planter
Fan Spr
Litell 24' Marble Spillway
e ench
O
Lor–Child Fence 3't0"
X118'
Oe
FAMILY ROOM
rewire
OF
BY \
V
POOLS, INC.
17' X 27'
Sam Lite—�
3.5' Depth
3'-0° N
9'-0° —
\ s
\ O
O�
t�hild Fence
MASTER BEDROOM
MODEL: *2879 GR
IF E¢ EVIED
CATV OF SANFORD
ADDRESS. CITY:
344 Appaloosa Ct. ISANFORD, FL 32773
THE JONES RESIDENCE
SPECIFICATIONS �f►
POOL DIMENSIONS:
Size _17'__ g -27'- _ _; Depth 3_5' g
Water Surface area: 326 __ Sq. Ft. Perimeter: _ 82 _ Sq.Ft.
Filter- Type pAC_F�B *_CART. Size ___100__SQ_ FT.___
Pump- Type _PAC FAH_ ___ Size -1_.5 -HP_ __-_---
Return Inlets- No. THREE _ Skimmer No. _ONE ------
Heater Type MUU=MAb ------ B.T.U. AD9 QQ@___-__-_
Gas Line and / or Tank INstallation and hook-up is the
responsibility of the Buyer.
Chlorinator- Type IN-LINE_
------------------------
Other Plumbing ELUMa FOR CyEAN�R-_' =SUCTION =SIDE
- _
------------------------------------------
Water Line Tile- Type CERAMIC -__-__; Color BAiU__--
Step Edge- Tile Type INSETS ....... Color SAME
Coping- Type _LAN_TJLba- ---------- Color
Diving Board NO ---- ; Size NZA_ --- ; Color
Grab Rails & Recessed Steps ED --- ; Hand Rail JYO --
Love Seat - Size 5' X -1.5=-------------
Additional Seat, L F. NO
______ --OUR-------
Underwater Light SAM_______; Lens _-_
Automatic Time Clock Vis_
-----------------------
Health Spa: -YES ------- ' ----------' ------------
Therapy Jets No. �9SJB; Air Booster Pump NO _-
Seat Edge Tile 111ISETS ; Top Dam Wall JjARBLE_---
Spa Light YES- *_ SAL _FOUR COLOR _________
Acrylic Deck Color ALM-QND ---; Sq. Ft. 67-4 -___-_-__
Grey, Broom Finish Deck NO; Sq. Ft. _ NIA --------
Deck Pilaster L. F. NS -------; Height -AZA --------
Deck
NIA -__-_---
DeckSteps -- -------------------------------
Deck - 0 - Drain _40____ --Ft.; Color SAME ____-____-
Drain Pipe NO ______ _-_L. F.; Footings 26.5______
Control Joint Color --SA-9f -
----------------------
Raised Beam2-`z_I
Retaining Wall --HO ----------------------------
SIGNATURE POOLS toremove on day of excavation:
Stumps - No, NO- ------ Concrete / Asphalt Sq. Ft. NO _
Uprooted Vegetation and Other Debris _NO__--______
Total No. of Loads to Remove ---- NO__-__-_-___
Double Dirt Handling —AR—QE--; Pump from Street
BUYER : to have following located, rerouted or
removed, as required.
Septic Tank YES-_---___; Gas Line -YES __----____
Water line -YES __---__; Sprinklers YES
-Telephone Line YES; Power Line -YES-; Sewer Liner_
Access: Right [ ] Left [ ] Rear [YES ]
Permission over driveway NIA ___________________
Additional Grading ND-_---_; Est. Cu. Yds. _NO__ ____
Water source - CITY -_-- Plot Plan Obtained
DI "-Q NP -EEC -JUNE ----------------
DOME SCREEN ROOM: BRONZE « TWO DOORS
LEGAL: LOT 99/2 BLOCK
SUBDIVISION: BAKERS CROSSING
PREPARED BY: PHONES: HOME: (407).323-6897
BYRON MADDOX WORK:
WK:(407) 851 –9086 PLAN & SPECIFICATIONS 19
APPROVAL DATED X
IF -
NOTES
1. FOR RESIDENTIAL POOLS UP TO WATER DEPTH OF 'i3'-0'. #3 REBAR 12' O.C.E.W.
OVER 8'-0'I SPECIAL ENGINEERING REQUIRED AND IS NOT A PART OF THIS DRAWING
SPECIFICATIONS. WALL THICKNESS SHALL BE SUCH AS TO PROVIDE CODE COVER
OVER REINFORCING. FOR OVER 8'-0', SPECIAL DESIGN REQUIRED,
2. CONCRETE COVER OVER REBARS MUST BE 3500 LB. PER SQUARE INCH AND COMPLY
WITH ALL BUILDING CODES. THIS POOL IS. NOT DESIGNED FOR POSSIBLE HYDROSTATIC
UPLIFT FORCES. THE WATER SHALL NEVER BE REMOVED FROM THE POOL STRUCTURE
UNLESS ALL HYDROSTATIC UPLIFT FORCES ARE TOTALLY REMOVED.
3. REINFORCING BARS SHALL BE D -FORM STEEL BARS AND CONFORM TO
ASTM -A15-58 T AND A305-58 T.
4. OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER TO COMPLY
WITH 424.2.17.1 - 424.2,17.10.
ADEQUATE PROTECTION SHALL BE GIVEN AROUND POOL DURING EXCAVATION.
5. ALL PIPING SHALL BE PVC SCHEDULE 40. PIPING SYSTEMS SHALL BE
PRESSURE TESTED TO 35 PSI PRIOR TO COVERING PIPES.
6. THE WATER SUPPLY SYSTEM SHALL BE EQUIPPED WITH A BACK FLOW PREVENTOR.
UNLESS AN APPROVED TYPE OF FILLING SYSTEM IS INSTALLED. '
7. THE MAXIMUM VELOCITY IN SUCTION SHALL BE 6 FEET PER SEC. THE MAXIMUM
PIPE VELOCITY IN PRESSURE PIPES SHALL BE 10 FEET PER SECOND.
B. FLOOR THICKNESS SHALL BE MINIMUM OF 6' WITH CODE REQUIRED
COVER OF REINFORCING. FLOOR REINFORCING SHALL BE #3 BARS @ 12' E.W.
9. WHEN THE DISTANCE FROM THE FOOTER TO THE POOL IS CLOSER THAN 1 FOOT
MORE THAN THE DEPTH OF THE POOL AN ANGLE OF REPOSE LETTER WILL BE
REQUIRED FROM THE ENGINEER.
10. THE QUANTITY OF UNDERWATER LIGHTS, SKIMMERS, WALL INLETS, ETC.
MAY VARY. HOWEVER, THERE SHALL BE AT LEAST 1 SKIMMER PER 800 SO. FT.
OF POOL SURFACE, 3 WALL RETURN INLETS, AND 2 MAIN DRAINS WITH A
HYDROSTATIC RELIEF VALVE, AND ATMOSPHERIC VENT SYSTEM OR VSE.
11. PLACEMENT OF THE FILTRATION AND PUMPING EQUIPMENT SHALL COMPLY
WITH ALL LOCAL CODES AND NEIGHBORHOOD RESTRICTIONS.
12. ALL BUILDING, GAS, MECHANICAL, PLUMBING AND ENERGY TO CONFORM TO
FBC 101.4 THRU 101.4.12, 2001. ELECTRICAL TO CONFORM TO NEC 1999.
13. THE SOIL BEHIND THE POOL WALL IS AN INTEGRAL PART OF THE STRUCTURE
AND MUST NOT BE REMOVED WHEN THE POOL IS FULL OF WATER.
14. SWIM -OUTS AND/OR LADDERS WILL BE REQUIRED IN RESIDENTIAL POOLS
AND WHERE DEPTH EXCEEDS 5 FEET OR MORE.
15. ALL GLASS LOCATED WITHIN 5 FEET OF THE POOLS EDGE SHALL BE CONSIDERED
A HAZARDOUS LOCATION. GLASS SHALL BE GLAZED OR PASS CPSC 16 -CFR,
PART 1201 OR COMPARATIVE TESTING.
16. TEMPERATURE AND TIME CONTROL DEVISES SHALL COMPLY WITH E.C. 612.1.ABC.2.3.
17, PRESSURE AND LEAKAGE TESTS WILL BE REQUIRED BEFORE INSPECTION.
18. ALL DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH
ANS/NSPI-4 1992 AND NSPI-5,
19, AT CONTRACTORS OPTION EITHER DUAL DRAIN VENT SYSTEM.
MDX DEBRIS REMOVAL SYSTEM OR VACUUM SUCTION ELIMINAT❑R,
CAN BE USED TO COMPLY WITH FBC 424.2.6.6
COPING OR
BRICK
MIN. 2'
COVER OVER
ALL BARS —
6- TILE ---
2 J3 B
BARS /
2" FROM E TOP OF BEAM. J 110 `45' ANGLE
CONTINUOUS
—�{�— 5"
SHELL
BEAM
BRICK
1 BRICK
BEAM FINISH DETAIL
(SEE RESTRICTIVE NOTE)
#3 REBAR CONTINUOUS
AROUND POOL
CRITICAL DIMENSI❑N
WHERE AIR ENTERS
FLUID PIPE AND
REMOVES ALL SUCTION
VACUUM SUCTION ELIMINATOR
SLOTTED VENT COVER
A
POOL SECTION
VENTS TOP
CANTILEVER EDGE
VENTS SIDE INSIDE
C
CONCRETE TILE BACK
D
MN. 1r ANNE OXIDE
6' TILE
WATER LEVEL MARK
POOL TYPE
VENTS UNDER
/
PLASTER FINISH
LL
DIMENSION REMARKS
W
AIR TUBE
TRANSFORMER (IF LOW
-
TO PUMP
ETD VENT NTH A HAYWAD
VENT COVER MODEL W-1019 (CR EQUAL) TO PREVENT
VOLTAGE) (MOUNT 8' ABOVE
h
•
U� IJ 11FLIL5 10
COMPLIANT WITH 424.2.6.6 OF THE FLORIDA BUILDING CODE
- BI.00LAOE NY DORM KMCT INFESTATION OR Pump nLT,
POOL HIGH POINT)
MIN, -
GRAVITY FL❑
I #3 BEAM RDD
DECK CONTINUOUS
_
I
FROM MAIN
DRAIN LINE
W /FIBEBERMESH 2' FROM TOP OF BEAM.
NOTES:
I1
UNDERWATER LIGHT
PIPE SZE
I
}
VENT COVER MODEL $P-1019 (OR EQUAL) TO PREVENT PUMP
WITH LOW WATER
1, PUMP POSITION HAS NO
SUCTION DRAIN MAY BE
BLOCKAGE BY DEBRIS INSECT INFESTATION OR FILTER
CUT-OFF
II
EFFECT OR LIMITATION ON
SUBSTITUTED FOR
MICROBIOLOGICAL CONTAMINATION. A LABEL SHALL BE
THE VSE
INNER FLUID PIPE
QUAL PORT SKIMMER
SKIMMER
#3 REBAR D.S
(FOR WATERR DEPTHS -
2. PUMP HORSEPOWER HAS
MAN DRAWS COMPLY WITH ANSI/ASME
\
UP TO 8'-0')
NO EFFECT ON THE VSE
14
A 11219.8M AS MANUFACTURED BY
HAYWARD POOL PRODUCTS. INC. OR EOUAL -
STAINLESS STEEL
-TORE
3. A VSE IS REQUIRED FOR
ALLOWABLE FLOW RATES SHALL BE AS FOLLOWS:
LIGHT NICHE
WITH GROUNDING
I
EACH PUMP PLUMBED TO A
MODEL MAK PLOW RATE GP4 MIN. RPE SIZE'
PER N.E.C.
IN DRAIN
SP 1 J
F
4A HE VSE MUST BE INSTALLED
MAX DISTANCE TO '... UNE SIZE X 1 1/r IEE
FENT TEE CONNECTION 12
3,000 PSI GUNITE OR SHOTCRETE E 28 DAYS
SO THAT THE WATER LEVEL
-
WATER CURE FOR 7 DAYS.
MARK LINES -UP WITH THE POOL'S
}
OUTER PIPE
MIN. OF 2' OF CONCRETE COVER OVER ALL REBARS
WATER LEVEL, TO ACHIEVE
I
SCHEDULE 40 PVC
OR AS REQUIRED BY CODE, WHICHEVER IS GREATER.
GRAVITY FLOW
Mw. OAF 15 FEET
GALLONS
GALLONS SIZE - INCHES ESM
5. COUPLINGS WILL REDUCE THE
DUAL MAIN DRAIN ATMOSPHERIC VENT ARRANGEMENT
s000 - 10000 1-1 z zs ANTI -VORTEX UD 18' MIN.
MAXIMUM DISTANCE THE VSE CAN
COMPLIANT WITH 424.2.6.6 OF THE FLORIDA BUILDING COPSE
i0 oao - �o G�aO z-1 z es
BE FROM MAIN DRAIN
• `(�
WALL SECTION
(SEE MANUFACTURES
N.T.S.
RECOMMENDATIONS)
COPING OR
BRICK
MIN. 2'
COVER OVER
ALL BARS —
6- TILE ---
2 J3 B
BARS /
2" FROM E TOP OF BEAM. J 110 `45' ANGLE
CONTINUOUS
—�{�— 5"
SHELL
BEAM
BRICK
1 BRICK
BEAM FINISH DETAIL
(SEE RESTRICTIVE NOTE)
#3 REBAR CONTINUOUS
AROUND POOL
CRITICAL DIMENSI❑N
WHERE AIR ENTERS
FLUID PIPE AND
REMOVES ALL SUCTION
VACUUM SUCTION ELIMINATOR
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-ARRANGEMENT
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COMPLIANT WITH 424.2.6.6 OF THE FLORIDA BUILDING CODE
- BI.00LAOE NY DORM KMCT INFESTATION OR Pump nLT,
MICROBIOLOGICAL CONTAMINATION. A LABEL SHALL BE
PLACPREVENT
LABELm
LABEL VE71h. 'POOL SAFETY DEN9i - DO NOT NAHdF
SAFETYO
PROTECT THE OPEN END OF THE VENT WITH A HAYWARD
PIPE SZE
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VENT COVER MODEL $P-1019 (OR EQUAL) TO PREVENT PUMP
AS —
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MAIN R
Y MN/ NO MAX M'UN DRAIN —
L —
SUBSTITUTED FOR
MICROBIOLOGICAL CONTAMINATION. A LABEL SHALL BE
QUAL PORT SKIMMER
SKIMMER
PLACED PREVENT TAMPERING
2 MAW DRAM 19' uIN.
MAN DRAWS COMPLY WITH ANSI/ASME
\
N
LABEL VENT. 'POOL SAFETY DEVISE - 00 NOT HANDLE'
lEE TO eE CENTERED
14
A 11219.8M AS MANUFACTURED BY
HAYWARD POOL PRODUCTS. INC. OR EOUAL -
-TORE
BETYA27N ORAM
ALLOWABLE FLOW RATES SHALL BE AS FOLLOWS:
I
REDUCER
MODEL MAK PLOW RATE GP4 MIN. RPE SIZE'
— -
SP 1 J
F
MAX DISTANCE TO '... UNE SIZE X 1 1/r IEE
FENT TEE CONNECTION 12
5? 1048 -LI
A REDUCER SILL BE USED BHEH NEEDED TO CONNECT DRAIN TO SUCTION LINE.
-
1 1/2' FENT PIPING
(SEE MAW DRAIN PPE SIZE CHART)-
-MAIN DRAW PIPE SIZES
- -
MAIN DRAW SUcnON PIPING MAX UNDERWATER LENGTH
t4Er
POOL VOLUME MAX SUCTION LINE MAX now RATE
APPROVED SWIMMING POOL, SPA AND WADING POOL _
Mw. OAF 15 FEET
GALLONS
GALLONS SIZE - INCHES ESM
2"
DUAL MAIN DRAIN ATMOSPHERIC VENT ARRANGEMENT
s000 - 10000 1-1 z zs ANTI -VORTEX UD 18' MIN.
COMPLIANT WITH 424.2.6.6 OF THE FLORIDA BUILDING COPSE
i0 oao - �o G�aO z-1 z es
• `(�
PVC VELOCITY LESS THAN a FT/SEG BASED ON a FT/SEC MAK
THE MAX VACUUM WITH ONE SUMP PUMP PLUGGED::
AND A BODY TRAPPED ON THE OTHER
DUAL DRAIN AND VENT PIPING WILL NOT EXCEED 4.5 INCHES OF MERCURY IN J SEC
•SUCTION UNE SIZE X 1 1/2' TEE
MAIN DRAIN SUCTION PIPING -
(SEE MAIN DRAIN PIPE SIZE CHART). s (� () 5 ✓
NTS
STRNC
/
1/2" J
PVC VELOCIjY LESS
THAN 8 FT/SEC.
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jEOUIVAUENTOF
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REDUCERPSIZEY (IF REWIRED)9LBOW3.0'1
1/2• VENT PIPING4LBOW25'
ALL METHODS AND MATERIALS
SHALL COMPLY WITH THE FLORIDA
BUILDING CODE
(2001) MDX DEBRIS REMOVAL SYSTEM �`/;� `'J
"
TIN T, TRAN; P.E ... #55359
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