HomeMy WebLinkAbout214 Fairfield DrSG
RECEIVED
CITY OF SANFORD PERMIT APPLICATION .- (
1 { > S DEC 13 2005
Permit # : `-w — N % " V Date: 3
Job Address: 221 &MCI V&101i
Description of Work: 0. W,u
Historic District: Zoning: Value of Work: $
Permit Type: Building Electrical
T-
Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS T V 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: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
3I -5l57 -0W-V - U$?v Attach Proof of Ownership & Legal Description)
WU..p 11I - v — State License Number:
Phone & Far 40•113 Ajq 67%,,ftct Person: 1114ftv Phone: 40 V
Bonding Company.
Address:
Mortgage Lender:
Address:
Architeci/Englaeer. Phone.•
Address: 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 PAYING
TWICE FOR 11"ROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WffH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE In addition to the requirements of this permit, then may be additional restrictions applicable to this property that may be found in the public records of
this county, and then may be additional permits required Svm other governmental entities such as water mana&epl b(districts, state agencies, or federal agencies.
Acceptance gfdemit is
Owner/Agent is
Produced II
APPLICATION
Special Conditions:
I will notify the owner of the property of the i
Date
Down to Me or
SAY A. MASTERS'JN
MM
esSep 1Q 2006 tial &
Commission #DD148968
of Florida LpkVw, FS
a-o0
t8 is ame /
fate of Fl ' % I o0
MY COMMI SION tt D 271590
geed
ES: December 2, 2007
m l'ydCtldl+n toT'Ieis Notary BNvkss
es: FD:
Initial & Date) (Initial & Date)
crry rr s* - 14%W j-4
t \` 000
i
POWER OF ATTORNEY
Date:
I hereby name and appoint In 14 be my lawful attorney
in fact to act fo a and apply to the&'tt/ff— Building Department
for a for work to be performed at a location described as:
Owner of Property)
and to sim my name and db all things necessary to this =ointment. _
The f oing mstrumen
by unr>
State of Florida- ---\
C,
Signature of Certified Contractor
ledg before me this
who is personally known to me.
TERESA APARImM
MY COMMISSION I DO 271590
EXPIRES: December 2, 20W , wr''
fOF v,O' Bond Thee Budget NDtery Services
i
CITY OF SANFORD PERMIT APPLICATION /
I
Permit # : Date: l ( I ofS
Job Address:
n
Description of Work:
Historic District: Zoning:
Permit Type- Building Electrical
Electrical: New Service — # of AMPS
Value of Work: $ 5ob - 03
L-Mechanical Plumbing Fire Sprinkler/Alarm Pool
Mechanical: Residential Non -Residential
Plumbing/ New Commercial: # of Fixtures
Plumbing/New Residential: # of Water Closets _
Occupancy Type: Residential Commercial
Construction Type: # of Stories:
Parcel#: 'ir i' 11
Owners Name & Address:
Contractor Name & Address:
Phone & Fax:!
Bonding Company:
Address:
Mortgage Lender: .
Address:
Architect/Engineer
Address:
Addition/Alteration Change of Service Temporary Pole
Replacement New (Duct Layout & Energy Calc. Required)
of Water & Sewer Lines of Gas Lines
Plumbing Repair — Residential or Commercial
Industrial Total Square Footage:
of Dwelling Units: Flood Zone: (FEMA form required for other than X)
ocoo - 0 370
d, (Attach Proof of Owners & Legal
0
hone:
Slate License Number: ton i S333
Contact Person: ((a Phone:
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. 1 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 PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
N TI : 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.
Signature of Owner/Agent Date Signature of Contracto gent / Date
f
Print Owner/Agent's Name Print Co tract A4 ' Name
Signature of Nolary-State of Florida Date Signature of Notary -State of Florida
FlAHENCEA.DEGME
i
M MMI$SIDN # DD 16428n
t S; a r12,200f
Owner/Agent is _ Personally Known to Me or Cont racto Me or
Produced ID Produi 46
APPLICATION APPROVED BY: Bldg: Zoning.
lni6lal & te)
Special Conditions:
Initial & Date)
Utilities: go]
Initial & Date) (Initial & Date)
t
POWER OF ATTORNEY
Date:
I hereby name and appoint
in fact to act for me and apply to the
be my lawful attorney
Building Department
Owner of Property)
and to sign my name and do all things necessary to this appointment:
tE=flGn `R1 i LtA a ooi 3 33
Print Name of Cwt{ W Contractor & license Number
Signature of Ca"W Conductor
The fo nt w knowl before me this Id S
by 6 U0 who is personally known to me.
State of Floc
County of
c
Y TEREM MARINM
MY COMMISSIONIDD271590
EXPIRES: December 2,2007
siq1ta ON* IWv 6udgel Nadrl S rviws
i
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
TT"°
DAVID JOHNSON, CFA, ASA 1 93 92 91 90 20 19
PROPERTY 89
APPRAISER 88
95 96 97 98 87
SEMINOLE COUNTY FL 99 86
1101 E. RRST ST
SANFORD, FL32771-1468
100
105 103102 101 84
407-665-7506 1 1 1 1 83
82
t 80
2006 WORKING VALUE SUMMARY
GENERAL Value Method: Market
Parcel Id: 32-19-31-515-0000-0870 Number of Buildings: 1
Owner: GARCIA HECTOR L & LUZ N Depreciated Bldg Value: $92,064
Mailing Address: 214 FAIRFIELD DR Depreciated EXFT Value: $0
City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $24,000
Property Address: 214 FAIRFIELD DR SANFORD 32771 Land Value Ag: $0
Subdivision Name: CELERY LAKES PHASE 1 Just/Market Value: $116,064
Tax District: S1-SANFORD Assessed Value (SOH): $116,064
Exemptions: Exempt Value: $0
Dor: 01-SINGLE FAMILY Taxable Value: $116,064
Tax Estimator
SALES 2005 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp Qualified 2005 Tax Bill Amount: $2,325
SPECIAL
06/2004 05361 1582 $143,000 Improved Yes
2005 Taxable Value: $116,529
WARRANTY DEED 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 87 CELERY LAKES PHASE 1 PB 62 PGS
LOT 0 0 1.000 24,000.00 $24,000 75 & 76
BUILDING INFORMATION
Bid Year Base Gross Heated Bid Est. Cost
Bid Type Fixtures Ext Wall
Num Bit SF SF SF Value New
1
SINGLE
2004 7 1,874 2,290 1,874 CB/STUCCO $92 064 $92,994
FAMILY FINISH
Appendage / Sgft OPEN PORCH FINISHED / 36
Appendage / Sgft GARAGE FINISHED / 380
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad
valorem tax purposes.
If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value.
http://www.scpafl.org/pls/web/re_web. seminole_county_title?parcel=3219315150000O87... 11 /29/2005
NOTICE OF REQUIRED RESIDENTIAL SWIMMING POOL FEATURES
Effective October 1, 2000 all residential swimming pools are required to have at least on
of the legislatively approved pool safety features in order to pass final inspection and receive a
Certificate of Occupancy. The following are the legislatively approved safety features:
Isolation of the pool from access to a home by an enclosure that meets the pool
barrier requirements of 515.29, Florida Statutes. The pool -barrier must:
A. Be at least 4' Tall;
B. Be free of gaps, openings, indentations, protrustions, or structural
components that could allow a young child to crawl under, squeeze through,
or climb over the barrier;
C. The barrier must be placed around the perimiter of the pool and must be separate from
any fence wall or enclosure surrounding the wall;
D. The barrier must be placed sufficiently away from the water's edge to prevent a young
child or medically frail elderly person from immediately falling into the water should
they penetrate the barrier.
2 A safety pool comver, either manual or power operated that meets all of the performance standards
of the American Society for Testing & Materials (ASTM) in compliance with Standard F1346-91.
3 Exit alarms with minimum sound pressure ratings of 85 dB A at 10 feet on all doors and windows
providing direct access from the home to the pool. The alarms must make an audible continuous alarm
when any effected window or door is opened or left ajar.
4 Self closing and self -latching devices on all doors providing direct access from the home to the pool with
release mechanisms placed no lower than 54" above the floor.
A person who fails to equip a new residential swimming pool with at least one of the above safety feautures
is guilty of a misdemeanor of the second degree punishable in accordance with Florida Statute 775.82 or 775.83.
No penalty will be assessed however if, within 45 days of issuance of a citation, ther person equips the pool with
al least one of the safety features and a drowning prevention education program authorized by the Florida Department
of Health.
Received this the Z day of r N t?2t, Zoyr
From: WOW Creations, Inc. 1085 Belle Avenue Winter Springs, FL 32708
r
NTRAC SIGNATURE NER'S SI NA UR -
c- AM A- 9,19L/2L'j''7
HECTOR GARCIA
MEMORANDUM g
City of Sanford 5DepartmentofPlanning & Development Services
P.O. Box 1788 J
Sanford, Fl 32772-1778
Telephone (407) 330-5673
Fax: (407) 330-5679 G
To: f>/e .o r , r a i., - G._ti G e...f o • s
From: Department of Planning and Development Services
Date: Oses.•.,sr /9 2Oor
The building permit application for oZ 119- Fars/ Ori•
Project Address)
reviewed and is:
denied approval because:
the proposed use is not allowed in this zoning district;
the required minimum open space is not met;
the required setbacks have not been met;
the proposed use / reuse requires a conditional use approval
the proposed use is not allowed in the front / side yard
parking does not meet the minimum requirements
other
COMMENTS:
T t Ao.Z;'2O SO -{t- /Ose10" CL
acl "000-ax /o it o ,s p F7- onholdformoreinformation, please submit the following: s, e a r 3 TA L '"'W'"N— a
legal boundary survey showing all setbacks and dimensions of the proposed structure; a
driveway permit application with survey showing proposed driveway location; drainage
information, swales, elevations, etc. for lot grading purposes; waiting
on resolution of an enforcement action or payment of liens placed on property, other
Due
to space limitations, this permit will be discarded 30 days from the date of this memo if the reason for
denial is not corrected or the required information is not provided. If
more than 30 days is needed to accomplish this, please contact the person noted below) For
more information about above denial or hold please contact Larry
Robertson 407-330-5669 ROBERTSL@ci.sanford.fl.us Dave
Richards 407-330-5652 RlQHARDD@ci.sanford.fl.us Eileen
Hinson 407-330-5642 HINSONE(a)ci.sanford.fl.us F:\
USERS\ROBERTSL\Bldg permit memos\MEMORANDUM form.doc
Runoff curve number and runoff
Project: Celery Plantation
Basin: South
1. Runoff curve number
over description boa name antl nyorolouic group Product o x Area
South pond -control elevation BID IUO iJ.5A8.20t)
South pond -side slopes/berm BID 61 1.t17(I, 1? 5
50' ROW -pervious landscape BID 61 r456.327
2.217.228
50' ROW-pavement/sidewalk/curb BID 98 11.279.996
Lois(impervious) - buildings, sidewalks, driveways" BID 98 44,720,046
Lols(pervious) - landscaping" DID 61 27.835,947
Totals = 1,7: Y,r'il l 9!l,ni:I n7
CN (weighted) _ (total product)/(total area) = 99.461.542
1.222.611
CN (weighted) = (total producl)I(total area) = 81
Note 1: Runoff curve numbers from Technical Release 55-Urban Hydrology for Small Watersheds
Note 2: For residential lots, 50% minimum open space requirement per City of Sanford LDC
WATER CREATIONS
1085 BELLE AVE.
WINTER SPRINGS, FL 32708
407 6951813
Custom Pool Design Prepared For
Name: HECTOR GARCIA
Address: 214 FAIRFIELD AVE
City/ST/Zip SANDFORD FL
Subdivision: CELERY LAKES Lot
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DESIGNED BY SONNY
Home: 407 330-2902 SCALE
Office: 1/8" = 1'0
Mobile: # 407 902-9201
87 Other: #
PLAT OF BOUNDARY SURVEY
for
MARONDA HOMES
Legal Description
LOT 87, CELERY LAKES PHASE 1, according to the Plat thereof as recorded in Plat Book 62, Pages 75
Iand76, of the Public Records of Seminole County,Florida.
PLANS RETIECITYOFS wE®
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TY OF SANFORD
JAN 2 4 2006
PLANNING AND UMLOP mil SURVEY NOTES:
1) The street address of the above -described property is 2-14 FAIRFIELD DRIVE.
2) The above -described property lies in a Flood Zone X per FIRM 12117CO06SE dated APRIL 1995.
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SURVEYOR'S CERTIFICATE
This is to certify that I have made a Survey of the above described property and that the plat hereon delineated
is an accurate representation of the same. I further certify that this Survey meets the Minirain Technical
Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes.
REVISIONS: CERTIFIED CORRECT T0:
REVISED F42 FOUNDATION, 3 CEB, Zoo4- HECTOR L. b LUZ N. GARCIA
REv15E0 rOK FINAL SUAWY: l0 WYZ004 KIME9 9URVEYING, INC. DABLFINANACIALdIWaPARAMOUNT MORTGAGE R.
BLAIR KITNER P.L.S. N0. 3382 SERVICES CHCAGOTITLE
INSURANCE COMPANY Post Office
R*x 823, Sanford, Fl. 32772-M23 1(AIrIFF TITLE 6 GUARANTY GORPOR,TIOH 407 j
1 ?2-20M ADNORAM TITLE COMPANY, INC. PROJECT NO:
03 - 96Z SURVEY DATE-. j JQ(1fljA RY 2004
27' MIN. 200512006S.S LADDER
3 STEPS)
CROSS -BRACED
TYPE
I - ------ 1 L9' MAX.
29' MI 2'X6' BULLNOSE CER. TILE
ATRpTEgiT COLOROR
CREME
OU
EQUIL LINE W/ VALVE (OPMONAL)3•-8'
PLACE TOP REBAR AT SKIMMER LOCATION AND TIE #3 REBAR
TO GO BEHIND SKIMMER POSITION. AFTER SHELL IS FINISHED,
EXCAVATE BEHIND SHELL. PLACE SKIMMER, AND POUR CONCRETE
BEHIND SKIMMER.
SKIMMER DETAIL
NOT TO SCALE
r
B' MIN.
i-4' DECK
LINE
i-/3 BARS tY O.C.E.W.
NOTE: PTV.
LLAANS
LADDER DETAIL
NOT TO SCALE
03
12*
BARS 12' O.C.E.W.
ANCHORED GRATE
REIURN LINE MAIN AIN-" 2
r. GARS POOL WAIL IS 6' 1 /2' PERFORA PIPE
THICK (TYPICAL)
AUTO RELIEF
SECTION THROUGH
BEAM FlX RES NOT TO SCALE
MAIN DRAIN
NOT TO SCALE
ALTERNATIVE 2O VIDIT COVET
0E AWWwr, IE1ig11 /Mir am l0v
8yAM MVBWWW UL'fI11C IAdpMRW'YAND INIE
EM AVOID AW A"1111) IM /4SI1W: Or OE
ALDi1Y1 01/YC 1M AM Aft r.
ME AWx 0f9WS FM K STSIEU 10 8f IkSTNNED
N A=11114117 WIN YM6FACAAWRS AEIXW/EIIQAIINII.
CMMW81f RI WFAU MW Wff 94OW STSIE1r
N AC001104W NN RiC SW= 48R8AAS.
AU AM 10 K SriEt W 40 PIC K401 W" W 5i[ APPROyK IF = 0IN9WzAD=
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OF AILS/ASIE Ant IA0-M7 MD MW fbW
MWF W AI RGE11110 Cr ANSIASW A111"
NP AIR ANBaAtAf AAD swr vinamixA11001r1
W maw 10 AFWPf=ff COVIRACA" MONAM'
S1it7A'SIALWI DRAM 4V RE FI R AENDS
BppOepyright 2008/2006
kbORiANDDL06FLORIDAFLOAll
Riots Plans,
notes, sped? an
d C WALL
6' MIN. ADAPTOR
RETAINER
t
RE7lFORCiNG:
J3
REBAR O 12. 0.C..EW. TO IV DEPTH. 03
REBAR O a' O.C..E.W. OVER a' DEPTH. TIE
INTERSECTIONS W/ 16 GAUGE ALL
BAR LAPS AT 40 DIA MIN. W
II ccrT10N AT SKIMMER NOT
TO SCALE Not
lto] a I.:01t]: 0 1 Lei: k 1!14,101111140111111 900 ELBOWS
MAY VARSECONDARYLOC,
A;,ANDI g°' MMIW fir
ma UNNUM-4ir
MA ML r
MA MwMllMrr
wloeM.ar lA1' Y4X MDX SPA
TYPICAL (DTL) MDX POOL TYPICAL (OT0 Nor 10
BCAIF Mn 10 BCAIs AND 8'
MIN
4' DECK NMPW' 3
BARS 12' O.C.E.W. 3 BARS12*
O.C.E.W. NOTE: 5
ALTERNATE
BEAM
I NOT TO
SCALE 6' MN.
2-03
BARS I I ,-e DECK C LINE
33 `-
RETURN
LINE
72' %C/
E.W TMppl (TY
IS B- NA EA" )
NOT TO
SCALE B'MIN
12' 4'
DECK
O.CC.
E.W CK IN gClµ6• ALTERNATEBEAM
III NOT TO
SCALE THESE PLANS
HAVE BEEN DEVELOPED OVER AN EXTENDED PERIOD OF TIME. THEY HAVE BEEN ENGINEERED TO CONSIDER MATERIALS, CRAFTSMANSHIP AND DEVIATIONS THEREOF. BCE.INC HAS OBSERVED
FAILURES DUE TO IMPROPER WORKMANSHIP AND DEVIATIONS IN MATERIALS. BCE ATTEMPTS TO ACCOUNT FOR THESE VARIATIONS IN THE DESIGNS AND HOPES
THE BUILDERS WILL NOTIFY US WHEN MODIFICATIONS ARE REQUIRED. STRUCTURE MAY VARY IN DETAIL DEPENDING ON THE CONDITIONS SURROUNDING THE AREA IN QUESTION. IN MOST CASES. A
BEAM IS REQUIRED AROUND THE PERIMETER OF THE POOL SHELL THAT IS CAPABLE OF CARRYING OUTWARD BENDING FROM THE WATER RE INSIDE THE POOL WITH NO SOIL SUPPORT AND TO
SUPPORT THE EXTERNAL SOIL PRESSURE WHEN THE WATER IN THE POOL IS ABSENT. REFER TO THE BOND BEAM DETAILS AND NOTE 11 ON THIS PAGE. WHEN MTE SIGNS AND SEALS
THESE PLANS, WE EXPECT THE BUILDING DEPARTMENTS WILL INSPECT THE FINISHED PRODUCT TO ASSURE THAT THE STRUCTURE CONFORMS TO THE APPROVED PLANS NOT TO
EXCEED VELOCITY OF 10 FEET PER SECOND FOR PRESSURE
PIPING AND 8 FEET PER SECOND FOR AN71 ENTRAPMENT
COVER TYP.(COVER SUCTION PIPING
MUST COMPLY
WAIN ANSI/ASME A112.11LB M) W&SfOESL
r TALTERNATIVElO -
F MAXIMUM DISTANCE
TO VENT T CONNECTION
1'-0' T LENGTH OF
A yp V gpNG: MAXIM M
DISTANCE TO VENT - YDYNJY ta'-
0' YAIOMLN JO-O- T NEC110N V-0' 1/2'
VENT PIPE 2' SUCTION
PIPE 2- YO' ELBOWS 2'X1-
1/2' 2'SUCiION
PIF VENT COVER
SEE NOTE 22 LA VEVDI?
POOL SAFELY DEMCF NTNTW=E OLT.S) W ELBOWS
LLWYENT COVER
SEE NOTE 22 4-1/
Y VENT PIPE EQUIVALENT LENGTH
OF STRAIGHT PIPE FOR
VARIOUS PVC FlTINGS PIPE SIZE
1-1 Y YO E1"
v-e- W-0 45 ELBOW
Y-0 2-V 1RAPMENT COVER
COVER MUST
COMPLY SI/ ASME
A112.19.8 M) 2.5'.
OR3' PVC 2' TO
4' MAIN PUMP T
LINE
2- VENT
PIPE NOTES: IHHAPTER
41 SEC11ON 4101.E ENGINEERING DESIGN.--- 1. CONCRETE
SHALL BE PNEUMATICALLY PLACED, GRADE A. 25W PSI AT 28
DAYS OR SHALL BE MACHINE MIXED, GRADE A. 25W PSI AT 28 DAYS. 2. REINFORCING
BARS SHALL CONFORM TO ASTM A15-58T AND A305-58T. 3. POOL
AREA SHALL BE FENCED PER FLORIDA BUILDING CODE. 4. POURED
CONCRETE SHELLS SHOULD BE WETTED DAILY DURING THE INITIAL 7 DAYS OF CURING
IN ORDER TO MINIMIZE THE POTENTIAL FOR HYDRATION CRACKS. 5. DO
NOT TURN ON POOL LIGHT WHEN POOL IS EMPTY. S. IF
USING 12V LIGHTS. DO NOT TURN LIGHTS UNTIL THE JUNCTION BOX HAS BEEN MOUNTED ABOVE
GRADE BEYOND THE DECK. AND INSTALLED TO MEET BUILDING CODES. IF
110V LIGHT IS USED, A G.F.I. OUTLET OR TRANSFORMER TO STEP THE VOLTAGE
DOWN TO 12V MUST BE USED. 7. SUITABILITY
OF THE SUBGRADE SOILS FOR PROVIDING PROPER SUPPORT TO THE POOL SHELL
AND ADJOINING DECK SHOULD BE VERIFIED PRIOR TO CONSTRUCTION. B. SOIL
MUST BE COMPACTED IN 12' LAYERS BETWEEN POOL SHELL AND EXCAVATION LINE FOR
POOL SHELL 9. NUMBER
3 REBAR MAY BE USED N BOND BEAMS FOR POOLS NOT EXCEEDING 130 FEET
IN PERIMETER OR 20`X4W SQUARE. N POOLS WITH PERIMETERS GREATER THAN
130 FEET, USE NUMBER 4 REBAR IN THE BOND BEAMS. 10. THE
REBARS IN THE BOND BEAM MUST HAVE A MINIMUM OF 3 INCHES OF COVER AND A
MINIMUM OF ONE INCH CLEARANCE BETWEEN. IT- BX6.
10/10 W.W.M. OR FIBERGLASS MESH SHALL BE PLACED IN THE DECK AROUND THE POOL
SHELL 12. A
BOND BEAM WHICH IS AN INTEGRAL PART OF THE POOL SHELL, SHOULD BE CONSTRUCTED WITH
ALL CONCRETE SHELL POOLS. TWO CONTINUOUS REINFORCING STEEL BARS
SHALL BE PLACED IN THE BOND BEAM ALL THE WAY AROUND THE POOL I& A
MINIMUM WALL THICKNESS OF B INCHES IS REQUIRED FOR ALL CONCRETE WALL SHELLS.
14. SOME
SPECIAL VARIATIONS N BASIC POOL REQUIREMENTS MAY BE ALLOWED: HOWEVER. A
SIGNED LETTER FROM THE ENGINEER WILL BE NECESSARY. 15. ALL
POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS 07HERVASE NOTED.
16. IF
THE SEASONAL HIGH WATER TABLE IS AT OR ABOVE THE BOTTOM ELEVATION OF
THE POOL SHELL. AN 8' MN. GRAVEL 80 WITH A 2' PIPE PLUMBED
TO THE SURFACE SHOULD BE INSTALLED BELOW THE DEEP END. THIS SYSTEM
WILL ALLOW FOR ARTIFICIAL LOWERING AT THE GROUND WATER TABLE IN
THE EVENT THAT THE POOL NEEDS TO BE EMPTIED. 17. THE
CONSTRUC71ON TECHNIQUE USED TO PLACE THE SKIMMER IN A OUT AREA IN THE POOL
EDGE AND GUNITING THE DECK AND TOP SHELL IN ONE OPERATION WILL BE
ACCEPTABLE PROVIDING THERE IS NO STRUCTURAL LOADING ON THE SHELL AREA.
I& AN
AREA IN THE TOP OF THE POOL SHELL AND DECK MAY BE CUT IN THE HORIZONTAL PLANE
AND THE SKIMMER PLACED WITH ONE REBAR GOING AROUND THE REAR
FACE OF THE SKIMMER. NO REBAR IS REQUIRED TO 00 BENEATH THE SKIMMER IN
THE GUNITE. 19. HARD
WIRED ALARMS OR CHILD FENCING IS REWIRED ON ALL POOLS. 20. WHEN
USING CHILD FENCING. REFER TO SITE PLAN FOR DETAILS. 21. (2)
MAIN DRAINS, MIN. X APART W/VACUUM BREAKER ARE REWIRED TO MEET CURRENT REQUIREMENTS
22. PROTECT
THE OPEN END OF THE VENT WITH AN INSECT-SCREEN(3/8- OPENINGS) SECURE THE
INSECT SCREEN WITH A STAINLESS STEEL CLAMP AND PANT ALL EXPOSED PVC
PIPING W17H AN UV -INHIBITOR PANT OR PRE-FAB AIR INTAKE SYSTEM. 23. THE
DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS
OR REQUIRED SETBACK AREAS POOL CONTRACTOR AND/OR OWNER SHALL VERIFY
LAYOUT AND ALL DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. 24. PRIMER
AND GLUE ON EXPOSED ABOVEGROUND PIPING NOT REQUIRED TO BE COLORED. 25.
PRESSURE
TEST ALL PIPING SHALL BE TESTED AND PROVED TIGHT TO THE SATISFACTION OF
THE ADMINISTRATIVE AUTHORITY, UNDER STATIC WATER OR AR PRESSURE IESTOF
NOT LESS THAN 35 PSI FOR 15 MINUTES 26. EQUIPMENT
INSTALLATION SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS 27.
CHECK
VALVES. WHERE CHECK VALVES ARE INSTALLED THEY SHALL BE OF THE SWING SPRING
OR VERTICAL CHECK PATTERNS 28, ALL
POOLS WHETHER PUBLIC OR PRIVATE SHALL BE PROVIDED WITH A LADDER OR STEPS IN
THE SHALLOW END WHERE WATER DEPTH EXCEEDS 24 INCHES IN PRIVATE POOLS WHERE
WATER DEPTH EXCEEDS S FEET, THERE SHALL BE A LADDERS. STAIRS OR UNDERWATER
BENCHES IN THE DEEP END. 29. SKIMMERS
SHALL BE INSTALLED ON THE BASIS OF ONE PER BOO SO FEET OF SURFACE AREA
OR FRAC710H THEREOF. AND SHALL BE DESIGNED FOR A FLOW RATE OF
AT LEAST 25 GPM PER SKIMMER. 30. APPROVED
MANUFACTURED INLET FITTINGS FOR THE RETURN OF RECIRCULATED POOL WATER SHALL
BE PROVIDED ON THE BASIS OF AT LEAST ONE PER 300 SQ.FT OF SURFACE AREA.
WHERE MORE THAN ONE INLET IS REQUIRED, THE SHORTEST DISTANCE BETWEEN ANY
TWO REQUIRED INLETS SHALL BE AT LEAST 10 FEET. 31. VAC -
ALERT SAFETY VACUUM RELEASE SYSTEM. MODEL VA-2000. THIS PRODUCT HAS CERTIFIED BY
THE APPLIED RESEARCH LABORATORIES OF MIAMI. FLORIDA AND MEETS THE PERFORMANCE
LEVELS SET BY THE (IAPMO) ACCORDING TO THE FLORIDA BUILDING CERTIFIED COMMISSION
PER THE INFORMATION ATTACHED DATED DECEMBER 04,2001. IT MEETS
THE REQUIREMENT AS 'APPROVED 014ER MEANS' THEREFORE, WE ARE ACCEPTING THESE
APPROVALS AND THE APPROVAL OF THE UNDERWRITERS LABORATORIES INC.
ALONG WITH SPECIFICATIONS FROM VAC -ALERT (SVRS) AND GIVING OUR APPROVAL
AND RECOMMENDATION TO HAVE THIS AS AN ALTERNATIVE TO.THE DUAL MAIN
DRAINS AS SHOWN ON OUR STANDARD MASTER POOL PLAN. THIS MAY BE USED
IN PLACE OF VENT LINE. THE ACTUAL
SUCTION ENTRAPMENT ATMOSPHERIC VENT APPROVED SWIMMING POOL, SPA AND WADING THICK (CAI-).
ALTERNATIVE 3O WAS ACCOMPLISHED. THE MAXIMUM VACUUM WITH ONE SUMP POOL DUAL MAIN DRAIN ATMOSPHERIC VENT NPLUGGEID AND
EXCEED 4.
5 EDFRAPMEN7TFI N THE T E07HOt ARRANGEMENT COMPLIANT VAIN 424.16.6 OF (SEE NOTE
31) THE FLORIDABUILDINGCOOSNOTTOSCALEf, and
all
other Information depicted an this shoot and all attached sheets have boon prepared to most Florida Building Code 2004 standards for Ora is. Seminole, Osceola. POLK. & Lake Counties of Central Florida. It is the responslslityto verify with local, county, ase pl
m Il bum p • e to and
a e aaconstruction. 11 Is must be dons prlar to the use of this document or any ottoched documents far any puryose AN C
ENGINEERING,Xq1+ In
designs. Them Ideas. designs and plans an not to be copied or changed in any manner or form whatsoever. nor w they to be assigned to any third party without first obtaining the N n
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NOT TO EXCEED VELOCITY OF 10 FEET PER SECOND
FOR PRESSURE PIPING AND 8 FEET PER SECOND FOR
SUCTION PIPING
AV FW W1; REOUAW E711a:A> WIEN AAaifSSWC EROSW UVIA! IN
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RE STAB /FaWADW SWl K auw OF DESKS ROOK
AND CWACIED P>QIOR IV ALAQ31Wr OF CAVWX
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Copyright 200S/2006
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CONC. PAVERS
I 8" 1',-1"#5s CONT.
3 MIN. COVER
COMPACTED 2000
P.S.F. FILL
@ TYPICAL PERIMETER FOOTING
2--to-
CONC. PAVERS
COMPACTED 2000 -'
P.S.F. FILL
@ OPTIONAL PERIMETER FOOTING
STEEP SLOPE FOOTING
10--12- SLOPE
4" CONC. SLAB W/
6X6 10-10 W.W.M.
2'--O' MW OR FIBER MESH.
COMPACTED 2000
P.S.F. FILL
FLAT SLOPE / NO FOOTING
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COMPACTED 2000
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COMPACTED 2000
P.S.F. FILL
OPTIONAL PERIMETER FOOTING
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4" CONC. SLAB W/
6X6 10-10 W.W.M.
OR FIBER MESH.
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@OPTIONAL PERIMETER FOOTING
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4" CONC. SLAB W/
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COMPACTED 2000
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OR FIBER MESH.
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Plans. notek specifications, detalls. and a0 other Informatlon depleted an this shost and all attached sheets how been wowed to meet Flortdo Bu/ding Code 2004 standards for Or n o Seminole. Osceola POLK, k Loire Counties o1 Control Florldo. It is the rsoponsbgityto wrHy with load, eountAandstatecodeenforcementagendas, compliance with bu0dinq codes and ordinances for the am of construction. This must be done prior to the use of this document r any ottaahea dowmenU for any purpose.
BRYAN C LNG. hereby reserves Its common low copyrights and other copyrights in Ness plans. Woos, and designs. These Weak designs and plans are not to be coped or changed In any manner or form whatsoever, nor ore they to be assigned to any third party without first obtaining the
express written permasionfiram BRYAN C ENGINEERING.
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Notice of Commencement
FS 713.13 ,
POOL
folio # 3 a - • 3 I - 15 • jUUO - t7 ? p
State of FLORIDA
County of Seminole
MAROK NMSE, CLERK OF CIRCUIT CMWt
SEMINME CIMRRY
aK 106635., PS 0204
CLERK' S 0 2010WI 3891
RECORDED 12/131M 11191t3S:47 AM
RE =INS FEES 10.M
RECORDED BY L MtKialey
THE UNDERSIGNED here k y gives notice that the improvement will be made to certain real property, and in
accordance with Chapter 71 r Florida Statutes, the following information is provided in this Notice of commencement
1 Legal description of property: lot 87 Celery Lakes Phase I fB 62 Pao -1 5 j 74
1
2 General Description of improvement: POOL
3 Owner: Name and Addrefis HECTOR GARCIA 214 Fairfield drive Sanford 32771
A. Interest in property: OWNER
B. Name and address of fee simple titleholder (if other then Owner) N/A
4 Contractor: Name and address: Water Creations, Inc 1085 Belle Avenue Winter Springs, FL 32708
A Phone Number 407-695-1813 fax # 407-699-6796
5 Surety: Name and address N/A Bond $
6 Lender: Name and address
A Phone Number Fax #
7 Persons within the State of Florida designated by Owner upon notices or other documents may be served as provided
section 713.13(1)(a) 7, Florida Statutes (name and address)
N/A
A Phone number Fax #
8 In addition to himself, Owner designates to receive a copy of the Lienor's Noitice
as provided in Section 713.13 (1)(b), Florida Statutes
A Phone Number. Fax #
9 Expiration date of notice of commencement (the expiration date is one (1) year from the date of recording unless
a different date is specified 20
Ilex V zc w
Signature of Owner H CTOR G RCIA
State of Florida
County of Seminole
The forgoing instrument was acknowledged before me this day of jl)e—
20 by '.1h' f wt
DRIVERS LISCENSE as identification.
Seal)
Iy..... LINDSAYA. MASIEMON
ffi
Notary Public - State of Florida
MyConmisslonExpiresSep 1Q 2006
Commission # DD148968
Bonded By National Notary Assn.
CEIMA D COP'T'
MARYANNE MORM ..
CLERK OF CIRCUIT COURT
A
4-SEMDLEAOUFW
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DEC. 4 7 005