HomeMy WebLinkAbout105 Woodfieed Ctr CITY OF SANFORD PERMIT APPLICATION
Permit # lJ 3 J , Dat :
RECEIVED
a nJobAddress: d .
Description of Work: CC YlS_ GC GjC-" / ( -1/ (`,!? 00C)
Historic District: Zoning: Value of Work: S
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: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: #off Dwelling Units: Flood Zone: (FEMA form required for other titan X)
Parcel #: z -'— 000Q — v(041Q (Attach Proof *ownership& Legal Description)
Owners Name 4&%Udresvr QVl P n e tics ( "CY"Y'pn-6- . . t'
r-ff Phone: Contract
r Name & Address: Q(, 1 "7 Y
Z- _, Z State License Number. 5 5// Phone &
Fax: { ' 3Z 3 Z-{-Z3 —W Ion`act erso T-P / (// Phone: Bonding
Company: Address:
Mortgage
Lender: Address:
Architect(
Engineer: Phone: Address:
Fax: -- Application
is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to tho 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 lawn, construction
and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR 1''A.Y!N0 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 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 S_
azure of Owner/Agent Date Print
Owner/ ent's Name_ TJ
1 Signature
of Notary -State of Florida Date requim .
m is of FI hda Lien Law, FS 713. d2ZWA
1011-7 Signature
of Contractor/Agent Date 16(10 Print
Contractor/Agent's Name Signature
of Notary -State of Florida Date Owner/
Agent is Personally Known to Me or Contractor/Agent is _ Personally Known to Me or fit.
roduced ID l'- 1 _
Produced
ID APPLICATION
APPROVED BY: Bldg: Zonin Utilities: Initial
Date) (Initial & Date Special
Conditions: Comma
000503883 Expires
3W2010 Bonded
thru (800)432-4254 Fronde
Notary Assn.. Inc Initial &
Date) FD:
Initial &
Date)
CITY OF SANFORD PERMIT APPLICATION
Permit #
Job Address:
Description of Work:
Historic District:
Ct
r
Zoning: Value of Work:
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: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone:
T_ (
FEMA form required for other than X)
Parcel #: 10 — Q — 01CA410
Sr. Owners Name &Address:
Contractor Name & Address: SS 1
L
Phone & Fax: ontact Person: _
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer.
Attach ProolorOwnership & Legal
Phone:
Phone:
Address: Fax: '
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 n:r,,.lnd g
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 API
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
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 o r of the property of the uiremen
Flori
Lien La ,FSIII,,,
3—°qlrSi
lure ofOwner/Agent j Date Signature of Contractor/Ageni Date Gen
bbe r Print
Owner/Agent's Name Print Contractor/Agent's Name ha
Signature
of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/
gent is Pe ovally Known to Me or koFroduced1D
APPLICATION_
0:``` APPROVEDBY: Bldg: Zoning: Initial &
te) a..................
P...TO.....N_FU.....TRI............ SpecialConditions: TISFIA TIELL Comm#
OD0503693 Ec.
r;res 3/3/2010 Bonded
thru (800)432-4254: Florida
Notary Assn., nc Contractor/
Agent is _ Personally Known to Me or Produced
ID initial &
Date) Utilities:
FD: Initial &
Date) (Initial & Date)
LINIITED POWER OF ATTORNEY
I hereby name and appoint -1 4ka F(,
of Futrell Custom Pools
to be my lawful attorney in fact to act for me and apply to
for an electrical permit for work to be performed at a residence at a location described as:
Parcel # LO -- Z 0 — 30 —' SDS— 0000-- «944 C7
Section /Township Range . Lot 64 Block
Subdivision (2w,6V P.O euu V t %
V1
of Property and Address)
And to sign my name and do all things necessary to this appointment.
Brian Keith Miller EC-13001686
Printed name of active Certificate Holder (Master Electrician) State Registration or Certificate Number
4- AA
Signature of license holder
The foregoing instrument was acknowledged before me this 13'
b day of September_, 2006 by
Brian Miller who is personally known to me and who did not take oath.
State of Florida
County of lusia
Diane T. Sawyer
Notary Public, State of Florida
yx DIANETSAWYER
MY COMMISSION N DD585703
Ofie EXPIRES: Aug. 18,2010
4On 39"10 Flohd Nowy Swke.com
3
NOTICE OF COMMENCEMENT
Document prepared by:
Permit No. Tisha Futrell, Tax Folio No.
State of Florida PO Box 471117
County of Seminole Lake Monroe, FL 32747
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.
1. Description of property: (legal description 4 the property and strFet jress if available)
2. General description of improvement: UkJ-V%5W k C.r 'S(A) VVY n 1Ay«, 1]MApyANN =MORSE I
row_ n_ r r_ _ COURT 3.
Owner information gE A
COUNTY.
FWRIDR a.
Name and address Nl Cf KZ' .-
b.
Interest in property c.
Name and address of fee simple titleholder (if other than Owner) rinT = .7 4.
Contractor a.
Name and address rz-k- r (1 C a S+b .-' , 19bCAs PO 9 ax '17 t ( (-7 b. Phone
number 4-/07)-- 3Z-3 y Z Z Fax number 4in --3Z3' 13c 5. Surety
011aaaIIN11111 a. Name
and address b. Phone
number c. Amount
of bond 6. Lender
a. Name
and address Fax numb*
RYAW MUfiS't=, CLERK t1F mRCUTT WAT SENIMitk tljwrY
RK 06448
N4 AWj; (Ip4) CLERK'S #
2006 t F.61 P Rl:'G'
fiRIWD 101V12006 om a, en DM b. Phone
number Fax numMUIRDINO FEES 10,00 7. Persons
within the State of Florida designated by Owner upon whom noticdW030ker *qpM% (W be served as provided by
Section 713.13(1)(a)7., Florida Statutes: a. Name
and address b. Phone
number Fax number 8. In
addition to himself or herself, Owner designates of to receive
a copy of the Lienor's Notice as provided in Section 713.13(
1)(b), Florida Statutes. a. Phone
number Fax number 9. Expiration
date of notice of commencement (the expiration date is I year from the date of recording unless a different date is
specified) Signature of
O er Sworn to (
or affirmed) d subscribed before me this ( day of Q JfUl6e i/ , 20 OL0 , by Personally Known
OR Produced Identification Type of
Identification Produced s..... 9....................... .
TISHA TIPTON
FUTRELL ".' Co nnW
DD0503693 Signature ofNotaryPublic, State of Fibinda g 2 Expires3IN2010 Commission Expires:
o®s
Bonded thru (800)432.4254= i.................;:°;Oa
Not Inc A asn11.
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
DAVID JOHNSON. CFA, ASAP 1 i,5 i
PROPERTY r 1',
APPRAISER ra
SEMINOLE COUNTY FL.
fE
r
c3
Y
l/F 4
1 101 E. FiRsT ST
SANFORD, FL 32771-1468 Ojy al 4y L 4
t
2007
WORKING VALUE SUMMARY GENERAL
Value Method: Market Parcel
Id: 10-20-30-505-0000-0640 Number of Buildings: 1 Owner:
OBERG ZANE G Depreciated Bldg Value: $125,655 Mailing
Address: 105 WOODFIELD CT Depreciated EXFT Value: $0 City,
State,ZipCode: SANFORD FL 32773 Land Value (Market): $26,600 Property
Address: 105 WOODFIELD CT SANFORD 32773 Land Value Ag: $0 Subdivision
Name: GROVEVIEW VILLAGE 1ST ADD REPLAT Just/Market Value: $152,255 Tax
District: S1-SANFORD Assessed Value (SOH): $89,612 Exemptions:
00-HOMESTEAD Exempt Value: $25,000 Dor:
01-SINGLE FAMILY Taxable Value: $64,612 Tax
Estimator SALES
2006 VALUE SUMMARY Deed
Date Book Page Amount Vac/Imp Qualified Tax Value(without SOH): $2,518 WARRANTY
DEED 08/1998 03499 0917 $86,500 Improved Yes 2006 Tax Bill Amount: $1,220 WARRANTY
DEED 06/1987 01887 1657 $73,500 Improved Yes Save Our Homes (SOH) Savings: $1,298 QUITCLAIM
DEED 08/1984 01614 1431 $100 Improved No 2006 Taxable Value: $62,002 WARRANTY
DEED 03/1984 01533 0156 $66,100 Improved Yes DOES NOT INCLUDE NON -AD VALOREM Find
Comparable Sales within this Subdivision ASSESSMENTS LAND
LEGAL DESCRIPTION Land
Assess Land Unit Land Frontage
Depth PLATS: Pick... Method
Units Price Value LEG
LOT 64 GROVEVIEW VILLAGE 1ST ADD LOT
0 0 1.000 26,600.00 $26,600 REPLAT PB 26 PGS 4 TO 6 BUILDING
INFORMATION Bid
Bid
Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Num1
SINGLE
1984
6 1,392 2,261 1,392 CONC $125,655 $138,082 FAMILYBLOCKAppendage /
Sgft SCREEN PORCH FINISHED / 320 Appendage /
Sgft OPEN PORCH FINISHED / 49 Appendage /
Sgft GARAGE FINISHED / 500 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. Ifyou
recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.
scpafl.org/web/re_web.seminole_county_title?parcel=1020305050000064O&... 10/ 17/2006
RE:
F;w
OFF SITE BID
PER LEVEL CONDITION
kA
AUTHORIZED SIGNATURE`.
1/ 611 -t-sr
OFFICE
PERMIT #L7 -
I
vi
CHILD PROOF FENCE REQUIRED
6Y LAW
rt
s
DECK SO. FT.: QI
POOL SO. FT.: O
SrbNE 14L
i
I
Plow REVIEWEDcoao P_
L O T P L A N SCALE:
1/8" = 1'-0" v
1.
POOL SHAPE: /_ Pv I. 2.
SPA: A1V REF. NO.:
3. SIZE:_
x:2 9_x DEPTHS: TO: 4. TILE:
5. ACRYLIC
DECKING: 6. PAVERS:-
7. CAPACITY'
I X Z GALLONS: S. FILTER
TYPE: C 4 ILA SO. FT.: G 9. RAILS:
LADDER: GRAB: - 10. UNDERWATER
LIGHTVj!fr, VOLTS: 110 WATTS 3o n 11. JUNCTION BOX:
12. POOL HEATER: ()
TYPE: 13. HEAT PUMP:
14. A 8
A QUICK CLEAN' 15. AUTOMATIC CONTROLS:
A/ r 16. SKIMMER:
17.
INLET FITTINGS:
y 18. MAIN DRAIN:
C-y 19. HYDRO JETS:
AI NO. OF JETS: 20. CHLORINATOR: v
G 9 21. TIMER: 22.
POOL FINISH:
o z- 23. TEST KIT:
t/ 24. BRUSH & POLE:
25. UNDERWATER/VAC.:
26. HOSE -FOR
VAC: 27. POOL SWEEP (
POLARIS): NO 26. CHILD FENCE:
0) A/ c 29. FENCE.
ft30. SCREEN: 31.
HAUL DIRT:
yc-_ 5 32. TRASH HAUL:
U S 33. OTHER: ft
w1
1. FOR POOL PLAN, SIZE, DECK ,SPECIAL DETAILS SEE CONTRACTOR'SPOOLPLAN.
2. POOL WALLS SHALL BE 5" THICK AND FLOORS SHALL BE 6" THICK
AND SHALL BE PNEUMATICALLY APPLIED CONCRETE WITH A
COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS. CONCRETE DECK
SHALL BE 2,500 PSI. CONCRETE CONSTRUCTION WILL CONFORM TO ACI
STANDARD 315.
3. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING
CODE BUILDING 2004, FLORIDA BUILDING CODE RESIDENTIAL 2004, ANSI
NATIONAL STANDARD-5 FOR RESIDENTIAL INGROUND SWIMMING POOLS,
AND ANSIINSPI NATIONAL STANDARD-3 FOR PERMANENTLY INSTALLED
RESIDENTIAL SPAS.
J. ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL
UNLESS OTHERWISE NOTED. '
I ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40,
REINFORCING SHALL BE # 3 BARS AT 12" O.C. EACH WAY WITH 15"
LAP JOINT IN WALLS AND FLOORS UP TO 6'. OVER 5' USE #3 BARS AT
6" ON CENTER EACH WAY IN THE AREA OVER 6'.
IF CONCRETE IS CAST AGAINST BARE EARTH WITHOUT A SEPARATION
BARRIER, MINIMUM COVER SHALL BE 3". WITH A BARRIER (STEELTEX)
BETWEEN CONCRETE AND EARTH, MINIMUM COVER, SHALL BE 1 %".
6. ALL METALLIC POOL FITTINGS WITHIN 5 FEET OF THE INSIDE WALL
AND DECK REINFORCING STEEL TO BE BONDED TO THE POOL
REINFORCING STEEL WITH #6 AWG COPPER WIRE. #8 AWG COPPER WIRE
TO BE RUN INTERNALLY AND EXTERNALLY WITH THE NEC APPROVED
PVC LIGHT CONDUIT FROM THE LIGHT NICHE TO THE JUNCTION BOX.
COMPLETION OF POOL GROUNDING TO PANEL GROUND BY ELECTRICIAN.
7. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND,
WHICH SHALL BE COMPACTED TO PROVIDE A STRUCTURALLY SAFE
BEARING CAPACITY, ANY UNSUITABLE MATERIAL ENCOUNTERED IN
EXCAVATION SHALL BE REMOVED IN IT'S ENTIRETY AND THE AREA
SHALL BE BACKFiLLED WITH ACCEPTABLE MATERIAL AND PROPERLY
COMPACTED. WHERE UNSUITABLE MATERIAL CANNOT BE REMOVED, THE
POOL MUST BE REDESIGNED.
THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM
FAILURE BY ACCEPTABLE METHODS IF REQUIRED. THE DESIGN ENGINEER
ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING
STRUCTURES.
9. 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.
10. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN
RELATION TO POOL AND ITS EQUIPMENT AND ENSURE MINIMUM
CLEARANCE IN ACCORDANCE WITH LOCAL REGULATIONS AN
ORDINANCES.
1L CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING
AROUND CONSTRUCTION AREA TO PREVENT UNAUTHORIZED ENTRY INTOAREA.
12 IF A WATER SUPPLY IS PROVIDED, A MINIMUM 3" ATMOSPHERIC
BREAK WILL BE PROVIDED.
IM ALL STRUCTURAL FILTRATION, AND ELECTRICAL DETAILS OUTLINEDINTHESEDRAWINGSALSORELATETOSPACONSTRUCTION.
14, ALL POOL AND SPA HEATERS SHALL BE EQUIPPED WITH AN
ON —OFF SWITCH MOUNTED FOR EASY ACCESS TO ALLOW THE HEATER
TO BE SHUT OFF WITHOUT ADJUSTING THE THERMOSTAT SETTING ANDTOALLOWRESTARTINGWITHOUTRELIGHTINGTHEPILOTLIGHT.
15. SPAS AND HEATED POOLS SHALL HAVE A COVER DESIGNED TO
MINIMIZE HEAT LOSS UNLESS 70% OF THE ENERGY FOR HEATING IS
DERIVED FROM NON—DEPLETABLE ON —SITE RECOVERY SOURCES.
16. THERE SHALL BE ADD SAFETY GLAZING IN DOORS AND WALLS OF
ENCLOSURES FOR HOT TUBS, AND OTHER SUCH FACILITIES WHERE SUCH
GLAZING IS LOCATED 36" OR LESS FROM A STANDING OR WALKING
SURFACE W!THIN THE ENCLOSED AREA OR LESS THAT 60" ABOVE THEFLOORORWALKINGSURFACE.
17. WARNING! TO EMPTY THE POOL FOR ANY REASON, THE
HYDROSTATIC UPLIFT PRESSURE MUST BE ELIMINATED. THE OWNER
MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFTPRESSURE. _
6' TILE-/ I LIGHT
6'
MAXIMUM RISER IV I -
MAXIMUM TREAD 10' (240 SO. IN.)
DUAL SUCTION OUTLET (OPTIONAL) SET INTO CENTER OF
STEEL GRID AT POOL DEEPEST POINT W/ 3' SEPARATION
LONGITUDINAL POOL SECTION
RICK COPING
6'X6' TILE SPILLWAY
WIDTH SEE PLAN)
THE FOLLOWING TABLE PROVIDES MAMMUw FLOW
THROUGH PVC PIPE TIITHOUT DOMMNO THE
MAXIMUM STANOAROS FOR VELOCITY (FT/SEC)
30 GPM as OPM
2' as GPM 10a fiPN 2 HP
2 1f' in gm GPw 2 1/2 HP
PUMP S12E BASm ON A TOTAL DYNAMIC HEAD TOH) GF
SO' ANO FOR ESTIMATE My ACTUAL PRIMP SZE VALL
VARY OEPENOING ON THE PUMP SPECIFICATION ANO THE
TOTAL OYNAMIC HERO FOR THE SPECIFIC POOL NEEDS
POOL
WATER LINE
MASTER Fl LED
MOUNTED N
MOUNT
IN
BLOCKSS
PSI 'SEMINOLE COUNTY
CEMENT (IF SPECIFIED)
03 AT 12' O.C. EA WAY
RAISED SPA DETAIL FREVIEWED
MAX 5'
24'
14'-19'
UNDISTURBED
SOL (NO VOIDS)
TYPICAL
VARIES - SEE PLAN
THERAPYZ
3 AT 12-
O.C. EA. WAY
m
1 ST
4'
SEP 2 5 2006
SEMINOLE COUNTY.
PLANS EXAMINER
JCT eox f TOGGLE
r SWITCH
e• MIN. I W.P. DISC
1 #3 BAR CONT. W/ 4' NOM. "FIBER MESH' CONCRETE DECK W/ SUP
5' WALL-W/ 6' a' BOND RESISTANT TOPPING ON COMPACTED GROUND
ORGANIC MATERIALBEAMUSE2 #3 8AR9 CONT. W/ ALL REMOVED (OPTIONAL)
41
JUNCTION BOX
8' MIN. (BY OTHERS)
IS' MIN. TO
TO TRANSFORMER
BY OTHERS) TOP OF LENS
MARBLE
PLASTER FINISH
REFER TO ATTACHED DRAWING U.L APPROVED 120 VAC/30OW POOL LIGHT W/
GFI OR '2V/30OW POOL LIGHT W/ LOW WATERFORDATAREGARDINGOVAL
SUCTION OUTLET SYSTEM ANO CUT OFF IN U.L APPROVED GREY PLASTIC
VACUUM RELIEF SYSTEM FORMING SHELL W/ #a BONO PER N.E.C.
f3 BARS 12' O.C. EACH WAY
STEELTEX FORM (OPTIONAL)
POOL STRUCTURAL DETAILS
POOL DECK -
12 V TRANS
3 /12 IN A" COND
12 V/300 W W/ LAW ALL ELECTRICAL
WATER CUT-OFF SHALL CONFORM
OR 120 V.A.C. W/ GFI w/ ART. 8E0
PER N.E.C.. N.E.C. 2002
ELECTRICAL DIAGRAM
5
1. MAIN DRAIN LINE
2. SKIMMER LINE
3. WASTE LINE
4. RETURN LINE
5. PRESSURE CLEANING
LINE (OPTIONAL)
A. HAIR & UNIT STP.AINER
8. RECIRCULATOR PUMP
C. FILTER
0. W-UNE CHLORINATOR
OPTIONAL)
E. HEATER (OPTIONAL)
VALVE
F. ANTI ENTRAPMENT
SYSTEM
LTER SYST6NI
PLANS REVIEWtu
CITY OF SANFORD MANUFAC28' MIN. PER
TURER SPEC.
SEMINOLE COUNTY w/ S*W BOND BEAM
SE 2 #3 BARS CONT.
MIN. 1 CO VIER
ACC # 06029 SALLBARS
MAn S't`ER PLAN1{yC i I\ `
8' Ti 1 N BAR
5' CONT. W/
5. 5' WALL
DISTANCE BRICK It ROW]
LESS
1' + I STRUCTURE' ALTERNATE
FINISH DETAL
PLAN EXPIRES ONE YEAR FROM THE
6' THICK WALL
SIGNATURE DATE OR THE EFFECTIVE
1"
DATE OF A MAJOR FLORIDA BUILDING
CODE CHANGE WHICHEVER IS SOONER
GUNITE #3 BARS AT 6' REBOUND O.C. EACH WAY -
2-8- 0 ANTI -VORTEX ORAINS
STFELTEX FORMSEPARATEDBY3
SPA SECTION MARBLE PLASTER
I FINISH
l
THE CONTRACTOR MUST PL%CE ALL STEEL IN THE POOL WALL AT NO MORE THAN 6' ON
CENTER IN BOTH OIRECTIONS IN THIS CRITICAL AREA. ALSO THE POOL SHELL WALL GOSHALLBECONSTRUCTEDAT6' THICKNESS. ,T!iE STEEL MAT AND SHELL WALL SHALL
8E EXTENDED ALONG THE CRITICAL AREA AND TO A POINT MICH IS GREATER .,TAN
THE MINIMUM REOUIREO OISTA,NCE AS OETERMINEO BY THE 1 ON I + 1 METHOD. 1025 S.,
TYPICAL WALL AND FLOOR 1
P
WITHIN ANGLE OF PEEPS!
i
SHEP ROSE
j; (4 XgS79-'
F
N, P.E.
iTE. '1093
1792 :
00
as
LADDER TO BE
CROSS BRACED PER
MANUFACTURER'S SPEC
ALL L40M TREADS SHALL
HAVE SUP RESISTANT FINISH
WEDGE ANCHOR
3' MIN. 6' MAX BETWEEN
TREAD AND POOL WALL
TYPICAL SWIMMING POOL
LADDER SECTION
FUTRELL CUSTOM POOL
4061 West 1 St Street
Sanford, FL 32771
Off No. (407) 323-4223
RESIDENTIAL
SWIMMING POOL
STER SPECIFICATION
DRAWING
FOR
SEMINOLE COUNTY
NOT TO SCALE SHEET 1 OF 3 DWG BY - GHIS
INSTALL PERMANENT WATER
LEVELER IN DECK WITH ANTI -SYPHON
DEVICE AT HOSE BIBB.
USE MINIMUM OF 3 RETURNS LOCATED
AT + 16"BELOW WATER LEVEL TO
DIRECT WATER TO SKIMMERS.
t18"
T
36 -
L
L
USE MINIMUM OF 3 RETURNS LOCATED
AT + 24- BELOW WATER LEVEL AND
STRATEGICALLY LOCATED TO DIRECT
WATER TOWARDS SKIMMERS. CONSIDER
AT LEAST ONE RETURN TO SWEEP ACROSS
THE BOTTOM OF THE SWIMMING POOL.
INSTALL DUAL SKIMMERS PLUMBED
TOGS 7 HER AND LOCATED FOR
OPTIMUM SKIMMING ACTION.
LEVEL
TO PUMP
DEADLINE TO
fPUMP
LOCATION
INSTALL MAINDRAIN W/ TOOL -REMOVABLE
PLUG TO BE REMOVED ONLY BY SERVICE
PROFESSIONAL FOR POOL SERVICING.
DEADLINE INSTALLATION OPTIONAL)
SWIMMING POOL WITHOUT
RECIRCULATION MAIN DRAINS
VENT TO ATMOSPHERE SO VENTIFWILLNOTBEBLOCKEDBYDEBRIS,
INSECT INFESTATION. OR
MICROBIOLOGICAL CONTAMINATION
MUST COMPLY WITH
4SME Al12.19.8 M) T-0' MINIMUM
SEE ALTERNATE
2' T
TO I 2'0
SUCTION INLET SUCTION INLET
MAIN DRAIN) MAIN DRAIN)
2'0
MAXIMUM DISTANCE 1,/."0 ALL VENT
TO VENT TEE PIPING = 1 ' 0CONNECTION = 1 -
ALLSUCTION
PIPING = 2'0
TO PUMP
1 '/,' 0
ATMOSPHERIC VENT PIPE LENGTH
2'0 MINIMUM = 16" MAXIMUM = 30-
GENERAL NOTES
1. THE MDX DEBRIS REMOVAL SYSTEM IS TO BE
INSTALLED IN ACCORDANCE WITH MANUFACTURE'S
RECOMMENDATIONS.
2. CONTRACTOR TO INSTALL VACUUM RELIEF BACKUP
SYSTEM IN ACCORDANCE WITH SECTION 424.2.6.6 FBC-
BUILDING 2004 AND SECTION R4101.6.6 FBC-RESIDENTIAL
2004.
3. ALL PIPING TO BE SCHEDULE 40 PVC BEARING NSF
APPROVAL UNLESS OTHERWISE NOTED.
4. THE FLOOR DRAIN MEETS THE REQUIREMENTS OF
ANSI/ASME Al 12.19.8M-1987 AND DRAIN COVERS MEET
THE REQUIREMENTS OF ANSI/ASME Al12.19.BM-1987 FOR
ANTI -HAIR AND BODY ENTRAPMENT.
5. THIS DRAWING WILL SUPPLEMENT CONTRACTOR'S
SPECIFICATION DRAWING ON FILE. FOR METHODS AND
MATERIALS OF CONSTRUCTION, REFER TO
CONTRACTOR'S ENGINEERED AND SEALED
SPECIFICATION DRAWING ON FILE WITH THE BUILDING
DEPARTMENT.
VENT COVER MAY BE
GUTTER DRAIN
2- 90" ELBOWS
rt
12' MIN
1%" 0 -
VENT LINE
WATER LEVEL -
ANTI -VORTEX
2'0 DRAIN
MDX FLOOR
DRAIN
2A
OPTIONAL) DEBRIS
CONTAINMENT
CANISTER
n
TO
PUMP
2" 0 OR LARGER
CIRCULATION LINE
MASTERFILEDTMOSMUM - r INTMAJ IPE
LENGTHSEMINOLECOUNTY"°"`" h1Az1""`''
I
18' MIN
2 A -0 OR EQUAL TO 24' MAX
sCc # O b 0 2 9 SEMINOLE COUNTY
CIRCULATION LINE
MDX DEBRIS PLANS REVIEWED
MASTER PLANREMOVAL SYSTEM CITY OF SANFORD
VENT COVER MAY BE GUTTER
DRAIN SUCH AS HAYWARD
MODEL SPA019
2 - 9p' ELBOWS
0 VENT PIPE
rA
f
12- MIN
FINMHW CRp.DE
3000E37ED /
DETAIL
DRAWING TO SUPPLEMENT
CONTRACTOR'S SPECIFICATION
DRAWING ON FILE
DUAL SUCTION INLET SYSTEM
ATMOSPHERIC VENT SYSTEM
IN ACCORDANCE WITH SECT 424.2.6.6 FLORIDA BUILDING CODE-BUILDI
AND SECTION R4101.6.6 FLORIDA BUILDING CODE -RESIDE 04
SEP 2 5 2006
SEMINOLE COUNTY
PLANS EXAMINER
ALTERNATE SUCTION INLET SYSTEM MAY
INCLUDE 1 ON THE BOTTOM AND ONE ON
THE VERTICAL WALL OR ONE EACH ON
TWO (2) SEPARATE VERTICLE WALLS
ATTACH PLACKARD WHICH STATES
THAT VENT IS A SWIMMING POOL
SAFETY DEVICE AND SHOULD NOT
BE TAMPERED WITH.
SEP 1 s
THE MAXIMUM VACUUM WITH ONE
SUMP PLUGGED AND TO RELEASE
BODY ENTRAPMENT ON THE OTHER
SUMP WILL NOT EXCEED 4.5 INCHES
OF MERCURY IN 3 SECONDS
MAXIMUM SUCTION PIPE VELOCITY
Sly IS) FPS OR 59 GPM
AN APPROVED VACUUM RELEASE SYSTEM SUCH
N`,
AS THE VAC -ALERT TM SVRS SYSTEM IS AN
ALTERNATIVE TO THE OTHER SYSTEMS SHOWN.
GOR ON H.' HEPA SON,
FL P, " NO t 33
25 S. AEMO N BLV TE. 1093
WINTER PA 32792
ONE- -7500,
F (407)679-9188
UTRELL CUSTOM Pa
061 West 1 St Street
anford, FL 32771
ff No. (407) 323-4223
ALTERNATIVE
RECIRCULATION
SYSTEMS
NOTTO SCALE SHEET 2 OF 3 DWD BY- GHS
4' CONCRETE OECK
COMPACTED
BMATERIAL
1-#5 REBAR to
CONTINUOUS }
4" 0 PILASTER MAX
EVERY 5' WITH
1'6"
1-# 3 REBAR -
6" MIN
3 BAR
CONTINUOUS
1-# 3 BAR VERTICALLY
J 5 36" ON CENTER
12" to 24' TURN -DOWN
4' OR FLATTER
i i 1
9 FINISHED GRADE.
22'
U
t 1
NOT TO SCALE -
1— OLD GROUND
CONCRETE DECK TURNDOWN
GENERAL NOTES
PAVER BRICK -
3 BAR
COMPACTED '
1 A= 12" TO 24'
MATERIAL VERTICAL f 3 BAR @ 36`0.C.
d -
FINISHED GRADEa' OR RAr>
B=9'TO18"
1- #5 REBAR
CONTINUOUS i
a P NOTE:
6= .xA
4" 0 PILASTER
EVERY S WITH _
1-*3 REBAR
6' MIN
D GROUND
PAVER DECK TURNDOWN
1. DETAIL IS BASED ON NO SURCHARGE BEHIND THE TURNDOWN AND GROUND AWAY
FROM TURNDOWN IS LEVEL (> 4 TO 1). TURNDOWN MAY ABUT RIBBON FOOTER AND
BE TIED INTO FOOTER IF APPROPRIATE, WITH # 3 REBAR.
2. TURNDOWN SHALL BEAR ON ROCK, CLEAN SAND OR STRUCTURALLY SOUND SOIL
1,500 PSF) THAT SHALL BE COMPACTED TO PROVIDE OPTIMUM BEARING CAPACITY
AND PREVENT SETTLING OR SHIFTING.
3. ALL REINFORCING STEEL IS TO CONFORM TO ASTM.615 GRADE 40.
4. CONCRETE SHALL CONTAIN FIBER MESH AND HAVE A,28 DAY STRENGTH OF 2,500 PSI.
5. ALL CONSTRUCTION TO CONFORM TO FLORIDA BUILDING CODE, BUILDING 2004
6. REFER TO CONTRACTOR'S PLAN ON FILE WITH THE BUILDING DEPARTMENT FOR
DETAILS ON TURNDOWN LOCATION.
7. IF THE OF THE TURNDOWN DOES NOT EXTEND INTO THE OLD GROUND, A 4' 0
PILASTER WILL BE REQUIRED EVERY 5 FEET THAT WILL BE EITHER 2' INTO THE
GROUND OR TO 6' INTO THE INDIGENOUS MATERIAL, WHICHEVER IS DEEPER. THE
PILASTER WILL HAVE A # 3 REBAR TIED INTO THE # 5 REBAR IN THE BASE OF THE'
VERTICAL POUR.
NOW- 4
TYP.
GRADE
1,111
NO FOOTER
CtWE
8
8"
1 5BAR
CONT.
8" X 8" FOOTER
PAVER BRICK
4 ' •
a. •
Q
SWALE FOR
DRAINAGE
d... Q
4" o
MASTER FILED d=
SEMINOLE COUNTY a
g"
ALTERNATE PAVERS
ON TURNDOWN
8. A DECK TURNDOWN IS NOT INTENDED TO BE A SUBSTITUTE FOR A RETAINING WALL.
IF THE VERTICAL DIMENSION FROM THE TOP OF THE CONCRETE DECK TO THE OLD
GROUND REACHES 22.5' (FOR A 12' TURNDOWN) OF 33" (FOR AN 18" TURNDOWN) OR
43.5' (FOR A 24" TURNDOWN) FOR MORE THAN 20% OF THE TURNDOWN LENGTH OR
THE FINISHED GRADE SLOPE EXCEEDS 4' HORIZONTALLY TO 1' VERTICALLY, A
TURNDOWN SHOULD NOT BE USED.
9. FOR A PAVER DECK, IF THE VERTICAL DIMENSION FROM THE TOP OF THE DECK T
THE OLD GROUND REACHES 30' (FOR A 12' TURNDOWN 36' (FOR AN 18- TURNDO )
OR 42' (FOR A 24' TURNDOWN) FOR MORE THAN 20% OF THE TURNDOWN LENGTH O'
IF THE FINISHED GRADE SLOPE EXCEEDS 4' HORIZONTALLY TO V VERTICALLY, A
3 BAR
i
A= 18' TO 24"
I, VERTICAL
3 BAR @ 36- O.C.
PAVER BRICK
i.B = 12" TO 13-
1- #5 REBAR.
CONTINUOUS
ALTERNATE PAVER
LOCATION
REVIEWED
SEP 2 - 2006
SEMINOLE COUNTY
PLANS EXAMINER
EMINOLE COUNTY
TURNDOWN SHOULD NOT BE USED. SCC #
10. IF A SCREEN ENCLOSURE IS TO BE INSTALLED ON TOP OF THE TURNDOWN, THE,
SWIMMING POOL CONTRACTOR MUST COORDINATE ATTACHMENT OF THE SCREEN
ENCLOSURE TO THE TURNDOWN WITH THE SCREEN CONTRACTOR. I
DECK{ TURNDOWNS
6"
2if' 5BAR 1 CONT-
8"
X 12" FOOTER FOOTER
NOTES: 1 -
FOOTER SHALL BEAR ON ROCK, CLEAN SAND OR STRUCTURALLY SOUND SOIL (>1,500 PSI) THAT SHALL BE
COMPACTED TO PROVIDE OPTIMUM BEARING CAPACITY TO PREVENT SETTLING. 2.
CONRETE SHALL HAVE A 26 DAY STRENGTH OF 2,500 PSI'JV/ FIBER MESH OR 6X6-10X10 WW MESH. 3
3 -# 3 BARS IS EQUIVALENT TO 1 -# 5 BAR. 4.
AN ALTERNATIVE TO A CONCRETE DECK IS BRICK PAVERS PLACED EITHER OVER THE TOP OF THE FOOTER
OR ABUTTING THE FOOTER. 5.
IF A SCREEN ENCLOSURE IS TO BE INSTALLED, THE SWIMMING POOL CONTRACTOR MUST COORDINATE CONSTRUCTION
OF ANY REQUIRED FOOTER WITH THE SCREEN CONTRACTOR. TYPICAL
FOOTER DETAILS 1
6 200E SORPAR
SON-P.E' L FP33 S.
SMOP BLV . STE.
1093 25 vv ER PA K, F32792
NE: (a. b77 -7500 FAX: (4q7
06029 MASTED PLAN NOTE:
B= '/4xA
FU
T RELL '
UvTOM
POOLS 4061
West 1 St Street Sanford,
FL 32771 Off
No. (407)
323-4223 MASTER
DRAWING FOR FOOTER AND DECK
TURNDOWN DETAILS MOTTO
SCALE SHEET
3 OF
3
DWD BY- G-HS
PLAT OF SURVEY
LEGAL DESCRIPTION:
LOT 64, REPLAT OF GROVEVIEW VILLAGE FIRST ADDITION
AS RECORDED IN PLAT BOOK 26, PAGE(S) 4-6, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
0.0'
FND. 25 R&C
CB ?25'
0.6'
0% 1 _ 0.T'
S
M/Mq CURB
255.00'
FND. PUNCH DELTA=14'38'06"
Ho' E L=65.13' N
FND. [5 R&C
19 225"
ORF E - V1 -
W_
COWitIK
4
I NCR
P.
C. I
ND. 4 1 ' C.M. 78.
7 W
i$ i'
i F010 ROOFEDl
g ENTRY 1 0
I CpN,
RE,TF II 3,
53p, ' ON
e ,
Kro fy ,ONc 05
fNCE E I
40
ti
I O sc
I. • O07 Fi3 7,
PREfNEO I
0.4' O 00, "
I p 0
Uf/DE OFFICE S
0.9 f
9?.
00.
GRAPHIC
SCALE (%IZOVLViLW VIII.A(;' SE(:
ONO A00 LION P.
0.25, Pi;. 76 - 77) 0
10 20 40 1
inch = 20 It. FND. //
5 RBC 19
3225-