HomeMy WebLinkAbout331 Appaloosa Ct - BR18-002841 - POOLCITY OF
SkNFORD
FIRE DEPARTMENT
JUN 2 5 2018 Building & Fire Prevention Division
PERMIT APPLICA T/ION
Application No: 0
J
I
1
Documented Construction Value: $ 4 Pyc_-O
Job Address: 33,1 in r1% 00 10'Q L/" Historic District: Yes N
Parcel ID: 1`'-a0- Z-I-0o Residential Commercial
Type of Work: New[T Addition Alteration Repair Demo Change of Use Move
Description of Work:
Plan Review Contact Person: ( Titled: ,,
Phone: yD7 - a Lsl Fax: Email: ond&QU&( I( r)P. c fin„ I - _-I 1
Property Owner Information
Name Phone: u07 __SS6 5D/ S
Street: 331V)bl)o16So
City, State Zip: 's6hin'fd I
Resident of property? : P
Contractor Information
Name ALL SEASONS POOL SERVICE INC/ JOHN N. WATTS
Street: 185 E AIRPORT BLVD
City, State Zip: SANFORD FL 32773
Phone: 407-871-2020
Fax: 407-321-5404
State License No.: CPCO23576
Architect/Engineer Information
Name: PARKER MYNCHENBERG ASSOC. Phone: 386-677-6891
Street: 1729 RIDGEWOOD AVE
City, St, Zip: HOLLY HILL FL 32118
Bonding Company:
Address:
Fax: 386-677-2114
E-mail: bruce@parkermynchenberg.com
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. 1 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
1 J
Revised: January I, 2018 Permit Application(
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 ofthe 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 construction and zoning.
Signs re of Contractor/Agent Date
MEGAN ELIZA13ETH REIS
Notary Public . State of Florida
Commission N FF 977536
My Comm. Expires Mar 31, 2020
Contractor/Agent rs - Drurgunl
Produced ID TvDe of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No
Orzl&,-
of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: UTILITIES:
ENGINEERING:
COMMENTS:
FIRE:
WASTE WATER:
BUILDING:
Ok to install 372 square foot inground pool and 932 square foot paver deck as shown on plan. Meets
area and dimension regulations for the Bakers Crossing Phase 2 approved PD. Note: the Impervious
Coverage require for lot is 53.99%.
Revised: January I, 2018 Permit Application
LIMITED POWER OF ATTORNEY
hereby name and appoint the follow Keri Gwynn, Michele Corrigan, Ashely Wilhelm, and Cassidy Berger to be
my lawful attorney in fact to act for me and to apply the Division of Building Safety for work to be performed at a
residence at a location described as:
Ke((:sLotSubdivision: bl.I,Cifo&S cr
Address:
r'; n' t 10 pQ. /0S CY '
And to sign my name and do all necessary to this appointment.
John N. Watts— All Seasons Pool Service Inc
STATE OF FLORIDA
CPCO23576
STATE LICENSE NUMBER
COUNTY OF ORANGE
The forelt6ift instrument was acknowledged before me this day of ,
20 ' ; by JOHN N. WATTS who is personally known to me.
4,, . . a L-
eaan E izabeth Reis
seal)
MEGAN ELIZABETH REISNotaryPublic -State of Florida
v c Commission # FF 977536CmnmExD' ites Mar 31, 2020
LIMITED POWER OF ATTORNEY
I hereby name and appoint PU K k N-01 of All 5easons Pools to be my lawful
attorney in fact to act for me and apply to the for an electrical permit
for work to be performed at a location described as:
Parcel #
Section Township Range Lot Block
Subdivision ba cl (m IO( 1
3
Owner of Property
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
Signature of license holder
The foregoing instrument was acknowledged before me this day of 2018 by
Brian Miller who is personally known to me and who did not take oath.
State of Florida
County of
Z1, 4,0ft -//.
60%,
hoifpublic, Vtate of Florida
a MEGAN ELIZABETH REIS
Notary Public - State of Florida
d Commission M FF 977536
My Cnmm Expires Mar 31. 2020
poop•,
Plumbing Sizes
Pool Only
Pool Mein Drain
Branch Lines 3" Pipe
Pool Trunk Lines
Are 3" Pipe
Pool Return Lines
Are 2.5" Pipe
Proiect Notes:
nly Partial of Pool Deck
Nill be Screen Enclosed
Dool Will Have
nviro Circulation System
dome Will Have a
child Safety Fence
V PVC at Return
alve for Salt Cell
RECORD COPY
I
REVIEWED FOR CODE COMPLIANCE
PLANS XXAMINER
I l
DATE
A&ROViLD PLANtcc
Ok to install 372 square foot inground pool and
932 square foot paver deck as shown on plan.
Meets area and dimension regulations for the
Bakers Crossing Phase 2 approved PD. Note: the
Impervious Coverage require for lot is 53.99%.
SANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE. CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REOUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
18-2841
D
LIC9 CPCO23576
If You Have A Backyard, We Can Put A Pool In
185 E Airport SWd Sardord, FL 32773
407a'/1-2020
wwwJUlSeasonsPools.com
BUll'otic
o ANFOR
ggllvtEN
ter •;
Paver Deck w/ TBD Elev.
A, Brick Coping Super to Confine
3' Deep 26' to
1' ro°
gM I—b
Color Match/A&A
Channel Style'
Debris catching /
Pebble Top Drain
Stub Ups 6' Deep
OverFlow
3, 3"-
Screen Enclosure
Ends Here
Wl:?:=
12 x 12 Footer
N,_® , Stub Up EP+ Lines
as Shown
Customer. Mina and Nacv Raky Job Address: same
Street: 331 Appalosa Ct County: Seminoile City: Zip:
City: Sanford State: FL Block: Lot M. 110
Zip: Home M. PS: 62 PG: 97-99
Cell # 407-556-5057 Work M Subdivision: Bakers Crossing Phase 2
Gate Code:
Job # 9867
b"
12 x 12 Tooter
I
r—Brick Coping
J
Ounshelf ;" —
Bubblerr,
o
EXISTING LANAI
I' LEAVE AS IS
9°
b"41
ght Stitch
ORIGINAL:6-18-18
This Pool Gets a
Jandy True Clear1SaltSystem
SM P# TrueC/ear11KU
5261 iopumpol
tj — E Controler getsuinstalledonequipment.
i_
Directions To Proiect
L5
Black Stalli n
Appatootal
e
m
0
Finish Pool Depth Profile
3ft 3ft
SR. Sin.
4ft Sft Tin. lift 3in. lift. Bin.
customer 1nL
Pool Specifications
STYLE: Custom
PERIMETER: 9y AREA: 382 Mall
WIDTH. 26 6' LENGTH: 19' 1'
DEPTH: 3' 0' X 6' 0'
M.D. 1.3• RTNS• EP+ 6FL 2W
SKIM: 1- 3' LIGHT: 1-WhW Len Kit
DOUBLE STEEL: We P.0 . Plumbin
WELL WATER: We GALLONS' 10.618
NOTES:
SPA Specifications
STYLE:
AREA:
T,IETS:
LIGHT:
SPILLWAY. TYPE:
HEIGHT. BLOWER:
NOTES:
Tile Specifications
6•— +1r— +18'—
24' — +3(r — +38' —
DECK JETS, We BUBBLER: 1- Sunshell
SHEERS. N/a
STEP TILE 24 Lrdt
FACE TILE: 91 Lnll
NOTES:
Misc. Options
OUTLETS: GAS LINE:
CHASE PIPE: HO BIBB:
SUMMER KI
STUCCO: O
STONE: COLOR:
COUNTERTOP:
APPLIANCES.
Screen / Fence
ROOF SO: 633 TYPE. Dome
WALL SO. 860 WALL MGT. 10'
ELITE ROOF N/a FANBEA — DeSictnerSCREENCOLOR: Bronze
NOTES' Extra Cane Beam tt Post DESIGNER: Dave
FENCE TYPE: We HGT.N/a CONTRACT DATE' 6.15-18
LENGTH: N/a COLOR' N/a APPROVED BY, Enry Matos
GATES: We DATE: 6-18.18
Deck Specifications
TYPE: Paver Deck w/ Brick Coping
DIMENSIONS 30' 8' x 60' 0' AREA: 932 sgfl
FOOTER 83' Sott COPING: 91'
DRAIN: 41' CONCRETE RISER: We
PATIO: Leave as is FENCE: 25'
TURN DOWN DECK EDGE.
6• +12' +18'
24' +3(r +36•
NOTES:
Equipment
PUMP: VS-Fhp HP: 10
FILTER: CS SO: 200
PUMP2: We HP: N/a
CHLOR: TC 11 KU OZONE: We
POOL SWEEP: N/a
HEAT PUMP• N/a
GAS HEATER. pia TYPE: We
CONTROLS: POPunro01/Standard
AUTOFILL 3 DRAINN/a
NOTES:
Color Selections
POOL: Mosak P@DDIB
TILE GROUT Novaio
STEP TILE: AZ 2w
STEP TILE PTRN' Diamond 10' Spacim
DECK COLOR Cream/ Orange/ Pewter
DECK PTRN: Traverstone
COPING: Supnose Cream/ Orange/ Pewter
COPING GROUT. Chamois
FLOORHEAD. White
NOTES: Dea Drain Ten
Site Specifications
DIG TYPE. Small Mamme Dig d Haul/ Shuttle
ELEVATION: TBD YARDS. 19
NOTES:
Residential Swimming Pool Safety Act
Requirements FL Statutes Section 515
Swimming Pool Barrier Affidavit
Owner: 1 w
Project Address: 7)3 1
Contractor: All Seasons t
Permit #
I, John N Watts, License# CPC 023576 hereby affirm that one of the following methods will be used to meet the
requirements of Florida Building Code, Section 424.2.
The pool will be equipped with an approved safety pool cover that complies with ASTM F 1346-91.
Standard Performance Specifications for Safety Covers for Swimming Pools, Spas and Hot Tubs.
A continuous, one piece barrier (Child fence) meeting the requirements of Florida Building Code
424.2.17.1 will protect the pool perimeter (pool deck). Submitted Plans must show the fences' location and
method of attachment, including one end shall not be removable with the use of tools.
A combination of non -dwelling walls ( screen enclosures, child fences, etc...) will protect the pool
perimeter. Submitted plans will specify the type and location of all non -dwelling walls.
Any combination of protection which incorporates dwelling walls with doors and/ or windows opening
directly into the pool perimeter which includes self closing, self latching devices and / or exit alarms
complying with UL2017 and Florida Building Code 424.2.17.1.9. Submitted plans will show all types and
locations of all perimeter protection. The plans must also show the location and types of all opening as well
as the hardware and /or exit alarm for each location.
I understand that not having one of the above ( or an approved alternate) installed will constitute a violation ofChapter 515
F.S. and will be considered as committing a misdemeanor of the second degree, punishable as provided in section 775.082 or
section 775.083 F.S.
Jbhn N. Watts Contractor t'b "
It
o iRa iYJ (( 0
Own s a e P in
III
TWE MAIN DRAIN PIPE INVERT NEEDS TO BE 1.5 TIMES
JOB SPECIFIC PIPE SIZING, TOTAL DYNAMIC HEAD TINE DIAMETER DOWN FROM TWE TOP OF TWE
MAIN DRAIN GRATE TO THE TOP OF TWECALCULATIONSANDEQUIPMENTSPECIFICATIONSMAINDRAINPIPE, IF TWE PIPE COMES IN VERTICAL
AND DOCUMENTATION ARE TO BE PROVIDED BY TWE TO TWE MAIN DRAIN BOX.
POOL CONTRACTOR FOR EACW PROJECT, TWE POOL IF TWE RAIN DRAIN PIPE CORES INTO TWE
MAIN DRAIN BOX HORIZONTALLY, TWE COVER
CONTRACTOR MUST USE TWE MAXIMUM FLOW CAPACITY FROM TWE TOP OF TWE GRATE TO TWE TOP
OF TWE SELECTED PUMP AND PROVIDE WYDRAULIG TIMES
TWE RAIN DRAIN PIPE NEEDS TO BE 1.5
TMES TWE VIA. OF THE MAIN DRAIN PIPE.
CALCULATIONS FOR TDW TO DETERMINE PROPER
I-1/2 TIMES TWE DIA. PUMP AND PIPING SIZING. TWE MANUFACTURER'S 1-1/2 TIMES TWE DIA.
EQUIPMENT SPECIFICATIONS AND OTHER DOCUMENTATION
FOR PUMPS, FILTERS, WEATER EQUIPMENT AND MAIN
DRAINS AND COVERS ARE TO BE SUBMITTED FOR avREVIEWANDDOCUMENTATIONFORSIZINGTWE MAIN
RAIN DRAIN
CIRCULATION SYSTEM. DRAIN
RECIRCULATION PUMP
Zii RETURN INLET ,
J
UNDERWATER LIGWT moil
pMAIN DRAIN SUCTION Zij
CWLORINATOR I-------------i RAIN DRAINS MEET TWE VIRGINIA GRAEME I
l I IpII BAKER POOL AND SPA SAFETY ACT WTIy0====_____ USKIMMERSUCTIONIIII OC,1
1 I
POOL 1 LL===mZ==J1 yxrr== ii ___________________ ____ -____— — yxl O
FILTER :! 1
1
V I, W VcluIIii4
ry
1 IIIII li >
FLOOR RETURN
3 REO'D. I
RETURN i I, SKIMMER EQUALIZER LINE CERAMIC TILEt==v ------- =____ WITW GRATE 3., 11 ',kz.RETURN INLET 2-03 REBAR
5KIMMI5R T @ CONTINUOUS
IR I 1-03 REBAR t• 8•
SKIMMER I CONTINUOUS 4•
f
TYPICAL SWIMMING POOL
LOW
PROFILE 1'-6" VARIES 4' TWICK CONCRETE DECK
JUNCTION
40' SWIM W/ FIBER MIX 2500 P51BOX .'3 BARS GRADE 40, 12- OC OR WIRE MESW
CERAMIC TILE VERTICAL AND 4'
HIN OUT 6'X6"
WORIZONTAL (TYP)
COMPACTED SOIL UNDER
3" ry WATER LINE O CONCRETE DECK
in
Q 1/2' QUARTZ
UL APPROVED O'
FINISH •
UNDERWATER LIGWT \P
It- BARS 12' ON CENTER
EACW WAY (GRADE 40)
0
POOL SWELL 3000 P51 PUMP MIX CONCRETE
PNEUMATICALLY APPLIED MAIN DRAIN W/ RELIEF PLUG OR 2' NOT VALID •W WOUT6'-1" IN VERTICAL WALLS (TYP) qpo
6'-S' IN COVES AND FLOORS (TYPJ d 8Oto WYOR05TATIC RELIEF VALVE, IF REQ'O. B'1B05SED 5 AL,
2500 MIN. GUNITE MAY BE 9JB51TIUTED o.
e0
o
ROCKBEOFOR3000PSICONCRETEDEEPENDFLOORAND •/•
WALL REINFORCEMENT I i
TO SLOPE BREAK- '
3 BAR ® 12" ON CENTER, EACW WAY < SO' DEEP I43BAR ® 6" ON CENTER, EACW WAY > SO' DEEP AND OVER.
SWIMMING POOL SECTION
GENERAL NOTES:
1. POOL IS TO BE BUILT TO COMPLY WITW FLORIDA,
COUNTY AND CITY BUILDING CODES.
2. ALL METAL PARTS WITWIN 5 FT. WILL BE GROUNDED
AS PER NATIONAL ELECTRIC CODE AND AS REQUIRED
BY LOCAL INSPECTOR
3. FILTRATION SYSTEM WILL WAVE SUFFICIENT CAPACITY
TO PROVIDE A COMPLETE TURNOVER OF POOL WATER
IN (12) TWELVE WOURS OR LESS
4. POOL CONSTRUCTION TO BE TWE SANE REGARDLESS
OF SIZE AND SWAPS IF FILL IS REQUIRED FOR 2 FT TO
4 FT. OF WALL WEIGWT TWEN WALL$ WAVE TO BE
REINFORCED WITW ADDITIONAL STEEL (8' O.C. BOTW WAYS)
AND/ OR EXTRA WALL TWICKNESS (8" TO IO")
5. ALL PVC PIPE WILL BE SCWEOULE 40.
G. ALL METAL FIXTURES AND POOL LIGWT$ TO BE BONDED
TO POOL STEEL AND GROUND WIRE.
l POOL ALARMS DO NOT NEED TO BE HARDWIRED
S. SOIL CONDITIONS AT POOL LOCATION ARE A55UMED
TO BE ADEQUATE FOR A SINGLE FAMILY DWELLING
9. TERMITE CONTROL WILL BE APPLIED UNDER ALL
POOL DECKS
10. ALL RUMPS AND FILTERS WILL BE ANCWORED TO A
CONCRETE PAD WITW TAP CON ANCWORS.
It. ALL POOL AND SPA SUCTION INLETS SHALL BR PROVIDED
WITW A COVER TWAT WAS BEEN TESTED AND ACCEPTED
BY A RECOGNIZED TESTING FACILITY AND COMPLY WITW
A.N.5.1/A.511.E. A112.19, 8M, "SUCTION FITTINGS FOR USE IN
SWIMING POOLS, SPAS, WOT TU55, AND 14WIRLPOOLS BATHTUB
APPLIANCES"
12. TWE POOL DESIGN WILL MEET CWAPTERS 42 AND 45 OF TWE 2011
FLORIDA BUILDING CODE 6TW EDITION.
13. RESIDENTIAL POOLS MUST COMPLY WITW CWAPTERS 42 AND 45 OF
TWE 2011 FLORIDA BUILDING CODE 6TW EDITION.
14. POOL CONSTRUCTION WILL MEET 2014 NATIONAL ELECTRIC
CODE. SEE 680.26 (5)(2)(b) FOR PERIMETER BONDING
U51NG AT LEAST ONE(U "8 AWG BARE SOLID COPPER
CONDUCTOR,
15. FOR RESIDENTIAL POOLS UP TO A WATER DEPTH
OF 8'-O' 03 REBAR 12" O.G.514. OVER W-O",
SPECIAL ENGINEERING 15 REQUIRED AND 15 NOT
A PART OF TWI5 DRAWING SPECIFICATIONS. WALL
TWICKNESS $WALL PROVIDE CODE COVER OVER
REINFORCING. FOR OVER 8'-O' A SPECIAL DESIGN
WILL BE REQUIRED.
16. RESIDENTIAL POOLS SWALL COMPLY WITW TWE
AN51/AP5P/ICC-5 2011 FOR RESIDENTIAL INGROUND POOLS,
AN51/APSP/ICC-3 2014 FOR PERMANENTLY INSTALLED
RESIDENTIAL SPAS, AND AN51/APSP/ICC-1 2013 FOR
SUCTION ENTRAPMENT AVOIDANCE STANDARDS.
AND AN51/APWACC-15A 2013 STANDARD FOR RESIDENTIAL
SWIMMING POOL AND SPA ENERGY EFFICIENCY
11. DO NOT USE OR OPERATE POOL OR SPA IF TWE SUCTION
FITTING 15 HISSING, BROKEN, OR LOOSE.
18. IF TWE SUCTION INLET SYSTEM, 5UCW AS AN AUTOMATIC
CLEANING SYSTEM, 15 A VACUUM CLEANER SYSTEM WWICW
WAS A SINGLE SUCTION INLET, OR MULTIPLE SUCTIONS INLETS
WWICW CAN Be ISOLATED BY VALVES, TWEN EACW SUCTION
INLET SWALL PROTECT AGAINST USER ENTRAPMENT BY EITWER
AN APPROVED ANTI -VORTEX COVER, 12" X 12" GRATE OR LARGER,
OR OTWER APPROVED MEANS
PARKER MYNaI'-IENBERG P'.E. 452645
RECIRCULATION
CWLORINATC
POOL
FILTER
I
THERAPY JET
RETURN LINE
IIIIII
I. MAIN DRAINS MEET THE VIRGINIA GRAEME
II BAKER POOL AND SPA SAFETY ACT.
1 (SECOND MAIN DRAIN MAY BE ON SIDE WALL)
Efli I1,
1 jlMAINDRAIN (SUCTION) I I II
I IIZ_ II 1
it mL II it1
11 tlttt 1
Ilill i UNDERWATER LIGHT
II II
II l
RETURN LINE 1
3/4" BULLNOSE
IL____________________________JI TILE OPTIONALJONEDGEOF
STEP.
TYPICAL SPA POOL - 2 MAIN DRAINS ON FLOOR
POOL SHELL 3000 PSI CONCRETE
PNEUMATICALLY APPLIED.
6" IN VERTICAL WALLS (TYP)
6" IN COVES AND FLOORS (TYP)
2500 MIN &UNITE MAY BE SUBSITIUTED
FOR 3000 PSI CONCRETE
1/2' QUARTZ
FINISH
VARIES
UL APPROVED
UNDERWATER
LIGHT
COMPACTED SOIL O
UNDER CONCETE
DECK f(1
MAIN DRAIN
SUCTION LINE
MAIN DRAIN W/ RELIEF
PLUG OR 2"
HYDROSTATIC RELIEF
VALVE, IF REO'D.
SECTION
4" THICK CONCRETE
DECK W/ FIBERMIX
3000 PSI
WATER
LINE
6"XG" CERAMIC TILE
LOW
PROFILE
JUNCTION
BOX
4 0'
MIN.
J
EXTRA +3 BARS
CONTINUOUS
3 BARS 12" O C
0po0°0 VERTICAL AND
0op0 HORIZONTAL (TYP)
GRADE 40)
ROCKBED
THE MAIN DRAIN PIPE INVERT NEEDS TO BE IS TIMES
THE DIAMETER DOWN FROM THE TOP OF THE
MAIN DRAIN GRATE TO THE TOP OF THE
MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL
TO THE MAIN DRAIN BOX.
IF THE MAIN DRAIN PIPE COMES INTO THE
MAIN DRAIN BOX HORIZONTALLY, THE COVER
FROM THE TOP OF THE GRATE TO THE TOP
OF THE MAIN DRAIN PIPE NEEDS TO BE 1.5
TIMES THE DIA. OF THE MAIN DRAIN PIPE.
1-1/2 TIMES THE DIA.
1-1/2 TIMES THE DIA
MAIN k MAIN DRAIN
DRAIN
CAP TILE/ BRICK/ OR CANTILEVER WITH
WATERLINE TILE
2-+3 REBAR
CONTINUOUS
STEEL
REINFORCED
CONCRETE —
DECK AND TILE DETAIL
f
NOT V ID WITHOUT
rMBOS ED SEAL. '
ACRLYIC FINISH
PARKER MYNCNENBERG 4 A550C. INC
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
1-I29 RIDGEWOOD AVENUE HOLLY WILL FLORIDA 32118
386)•611-6891 FAX (386) roll-2114
TYPICAL
RESIDENTAL SW/POOL
DESIGN FOR
ALL SEASONS P00L5 4 5ERVICE
IS5 EAST AIRPORT BLVD.
SANFORD, FLORIDA
401-S II-2020
THIS SIGNED AND SEALED SHEET 15 TO BE USED AS A MASTER
FILE COPY IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE
YEAR EXPIRING ON 12/51/18. IF THE FLORIDA BUILDING CODE
15 ALTERED OR MODIFIED BEFORE THAT DATE, THI5 DRAWING
MAY BE RENDERED VOID.
PARKER MYNCHINBERG, P.E. 032645 11 SHEET 2 OF 5
POOL BOND ING NOTE5:
I. EQUIPOTENTIAL BONDING OF PERIMETER SURFACES REQUIRES A
COPPER CONDUCTOR; MINIMUM «8 AWG BARE SOLID COPPER
CONDUCTOR WHICH FOLLOWS THE CONTOUR OF THE PERIMETER
SURFACE OF THE POOL FROM IS" TO 24" FROM THE IN51DE WALLS
OF THE POOL AND WHICH 15 SECURED WITHIN OR UNDER THE
PERIMETER SURFACE 4" TO G" BELOW 5UBGRADE. THE PERIMETER
BONDING SHALL BE ATTACHED TO THE POOL REINFORCING SHELL'
AT A MINIMUM OF 4 POINTS UNIFORMLY SPACED AROUND THE
PERIMETER OF THE POOL.
2. ALL UNDERGROUND OR UNDER SLAB CONNECTIONS SHALL BE BY LISTED MEANS
PER NEC 250.8. BONDING CABLES UNDER SLAB SHALL BE PLACED AT THE BOTTOM
OF EXCAVATION.
S. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE POOL AND SPA REBAR AS
SHOWN, 4 LOCATIONS, MINIMUM AT EACH SEPARATE BODY OF WATER, USING A 08 AWG
BARE SOLID COPPER CONDUCTOR. FOR NON-CONDUCTIVE POOL SHELLS, BONDING
AT 4 POINTS SHALL NOT BE REQUIRED.
9 COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE EQUIPMENT GROUND OF
THE POOL PUMP MOTOR AND OTHER ELECTRICAL COMPONENTS AS REQUIRED BY
NEC 680.26 (VERIFY LOCATIONS) U51NG +8 AWG BARE SOLID COPPER WIRE.
10 COPPER BONDING CONDUCTOR SHALL BE BONDED TO ALL METALLIC COMPONENTS OF
THE POOL AND SPA AND THE METAL STRUCTURES, INCLUDING, BUT NOT LIMITED TO, ALL
HANDRAILS, DIVING BOARDS, AND LADDER GRABRAILS IN THE POOL AND SPA AND
AND INCLUDE ALL METAL WIRING AND ALL FIXED METAL PARTS THAT ARE WITHIN 5 FT.
HORIZONTALLY OF THE IN51DE WALL OF THE POOL (SPA) AND 12 FT VERTICALLY ABOVI
THE MAXIMUM WATER LEVEL OF THE POOL USING +8 AWG BARE COPPER WIRE.
3. WHEN REBAR 15 UTILIZED FOR THE CONSTRUCTION OF PLANTERS AND FOOTERS
ADJACENT TO THE POOL (WITHIN 5 FT), THIS REBAR SHALL BE BONDED U51NG II.
OS AWG BARE SOLID COPPER CONDUCTOR BY LISTED MEANS PER NEC 250B
TO THE BONDING CONDUCTOR.
4. LOCATION OF COPPER BONDING CONDUCTOR, BONDING JUMPERS, AND CONNECTIONS
SHOWN ARE DIAGRAMMATIC ONLY. CONTRACTOR SHALL FIELD ROUTE TO DETERMINE 12
EXACT LOCATION. BONDING CONDUCTOR SHALL CONFORM TO THE SHAPE OF THE POOL
WHILE MAINTAINING SMOOTH RADIAL CURVES - NO 90° RADIUS SHALL BE PERMITTED.
5. RESISTANCE OF THE GROUND SYSTEM SHALL NOT EXCEED 25 OHMS.
6 IF REQUIRED, ALL GROUND RODS SHALL BE 5/8" COPPER CLAD STEEL, 8' LONG
AND DRIVEN TO A DEPTH OF 28" BELOW FINISHED GRADE, MINIMUM, AND WHERE
USED SHALL BE BONDED U51NG 08 AWG BARE SOLID COPPER CONDUCTOR BY LISTED
MEANS PER NEC 2508 TO THE BONDING CONDUCTOR
1. SPECIAL CASES MAY INCLUDE, BUT ARE NOT LIMITED TO, VANISHING EDGE POOLS,
POOLS WITH PERIMETERS OF VARYING ( VERTICAL) GRADES, DIMINISHED PERIMETER
SURFACES LIKE EDGE PLANTERS, STOP/RETAINING WALLS, AND ZERO -LOT LINES.
IN THESE CASES, THE BONDING CONDUCTOR SHALL BE INSTALLED IN ACCORDANCE
WITH NEC 680.26, NOTE I (ABOVE), AND DIRECTION FROM THE AUTHORITY HAVING
JURISDICTION (AHJ). THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR
COORDINATION OF THE BONDING WITH THE AHJ IN THE DETERMINATION OF ITS
APPLICATION OF THE NEC
BOND JUMPER \
NOTE 9
TYPICAL
LADDER, HANDRAIL,
DIVING BOARD, ETC
PUMP MOTOR
METAL CONDUITS
OR PIPING SYSTE
POOL
REINFORCING
STEEL
1110=011if 1 0
HEATER
TRANSFORMER
0
JUNCTION BOX
IF USED)
ALL POOL AND SPA LIGHTING NICHES SHALL BE BONDED TO POOL AND SPA REBAR
PER NEC 680. THE COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE
REBAR AT BOTH THE POOL AND THE SPA, PER NOTE 8, ABOVE, WHICH SHALL, IN
TURN, PROVIDE BONDING OF THE LUMINAIRE NICHES.
ELECTRICAL CONTRACTOR SHALL CALL FOR THE INSPECTION OF THE BONDING OF
THE POOL AND ITS PERIMETER SURFACES PRIOR TO COVER-UP OF THESE AREAS.
NOTES 2 AND 3 SP
NOTE 3
BOND JUMPER\
NOTE 10
TYPICAL
E3
SWIMMING POOL LT FIXTURE
NOTE II
O TYPICAL
TYPICAL POOL BONDING PLAN
NOT TO SCALE
POOL LIGHT NICHE
CONTROL PANEL(S)
TYPICAL POOL BONDING 5CNEMATIC
NOT TO SCALE
SCHEMATIC NOTES:
I. THE EQUIPOTENTIAL BONDING OF ALL CONDUCTIVE POOL SHELLS, PERIMETER SURFACES,
METALLIC COMPONENTS, UNDERWATER LIGHTING, METAL FITTINGS, ELECTRICAL EQUIPMENT,
AND METAL WIREWAYS/CONDUITS SHALL BE IN ACCORDANCE WITH NEC 680.26. OR, AS
ACCEPTED BY THE AUTHORITY HAVING JURISDICTION (AHJ)
BONDING LEGEND
OR
NOTE I
BOND JUMPER
NOTE 8 MINIMUM 5/8" DIAMETER FROM POOL REBAR ORCOPPERGROUNDRODBONDINGCONDUCTORTYPICALDRIVENUNTILMAXIMUM
RE515TANCE VALUE OF
25 OHMS 15 REACHED NOTE IIFUSED)
TYPICAL BONDING TYPE5
NOTE5 I, 4, NOT TO SCALE
5 AND S
NOTES:
I. SPLICES (WELDED OR MECHANICAL) SHALL BE PERFORMED IN
ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
BOND CONNECTION, PER NEC 2508
o PARALLEL TAP CONNECTION, PER NEC 250.8
UNDERGROUND BONDING CONDUCTOR, O8 AWG (MINIMUM)
NOT V LID WITHOUT
EHBO SED; SEAL.
PARKER MYN ENBEI-G,/P.E. 032645
4" DECK
i
03 BAR AT 12" ON CENTER
BAR TO BE 5 FT LONG
m
TURN DOWN FOOTER DETAIL
BRICK PAVER --" ----
POOL DECK
p
QO
1--3 BAR VERTICALLY ) "
n
B 36" ON CENTER , 4 MIN
1- 3 BAR A
CONTINUOUS Not,
PAVER DECK
TURNDOWN DETAIL
04 BAR AT 12" ON CENTER
3-1/2' TYP
ALL SLABS
FLAT SLOPEMO FOOTING
TYPE I
04 BAR AT 12" ON GENT
L
4 FT RETAINING WALL
RETAINING WALL 3000 PSI PUMP MIX CONCRETE
PNEUMATICALLY APPLIED.
2) 03 REBAR CONT. (3/ 03 REBAR CONT.
I FT IN
ORRSTEEPER .. ILcCG$:GI.
IFTIN
TO
IFTIN
MOTMATE SLOPE FOOTING STEEP SLOPE FOOTING
TYPE 2 TYPE 2
04 BAR AT 12' ON CENTER
JTER
i 24' i
2 FT RETAINING WALL
RETAINING WALL 3000 PSI PUMP MIX CONCRETE
PNEUMATICALLY APPLIED.
f
i 24
3 FT RETAINING WALL
RETAINING WALL 9000 PSI PUMP MIX CONCRETE
PNEUMATICALLY APPLIED.
SLAB -FOOTING DETAILS
2500 MIN. GUNITE MAY BE 5UB51TIUTED
FOR 3000 P51 CONCRETE
USE GXG 10/10 WWM OR FIBER MESH
CURE FOR ONE WEEK BEFORE INSTALLING
ANCHORS.
CONCRETE PAVER DECK
Ir
3000 PSI CONCRETE W/ 2-03 REBARS
RIBBON FOOTING
W/ PAVER DECK
THE POOL CONTRACTOR
SHALL PLACE ALL STEEL
IN THE POOL WALL AT NO
MORE THAN 6' ON CENTER
IN BOTH DIRECTIONS IN
AREAS WHERE THE ANGLE
OF REPOSE IN ENCROACHED
ON OR THE POOL SHELL
ENCROACHES INTO THE
I TO I AREA.
EXISTING STRUCTURE
2" X 4" STRINGERS
PLACED AT 2 FT ON
CENTER IN ALL AREAS
STEEL TEX FORM W/
STRUCTURAL STEEL
IN PLACE TO BE
INDEPENDENTLY SUPPORTED
AWAY FROM SHORING.
THE POOL SHELL WALL SHALL BE
CONSTRUCTED AT G' THICKNESS
3 REBARS AT 6' ON CENTER
BOTH WAYS IN AREAS THAT EXTEND
INTO THE ANGLE OF REPOSE
STRINGER MAY BE DRIVEN
INTO GROUND MIN. 9'
OR OTHERWISE SUPPORTED
TO PREVENT FROM KICKING
OUT AT BASE.
SNORING DETAIL
IN LOCATIONS WHERE EXISTING FOUNDATION 15
THREATENED BY UNDERMINING DUE TO ADVERSE CONDITIONS
AT THE TIME OF EXCAVATION SHORING MAY BE REQUIRED.
CONCRETE PAVER DECK
12"'
I
3000 PSI CONCRETE W/ 2-03 REBARS
RIBBON FOOTING
W/ PAVER DECK
3'-6" MIN DISTANCE
LESS THAN I ON I
STRINGER TO BE SUPPORTED BY
CLEATING TO SUITABLE ANCHOR
DEVICE SUCH AS A 2' X 4" ATTACHED
WITH ANCHOR NAILS OR TAPGONS TO
EXISTING CONCRETE LANAI OR
EXISTING STRUCTURE OR ITS FOUNDATION
EXISTING STRUCTURE
wo
FUSE 1/2' PLYWOOD SHEETING
OR EQUIVALENT BUILDING
MATERIAL TO RESTRAIN SIDE
OF EXCAVATION
BACKFILL BEHIND SHORING TO
PREVENT UNDERMINING OF
EXISTING STRUCTURE.
PROVIDE WEEP HOLES AS
APPROPRIATE.
CONTRACTOR SHOULD ATTEMPT TO
CONSTRUCT ROUGH SHELL AS
RAPIDLY AS CONDITIONS WILL
ALLOW. THERE 15 NO SUBSTITUTE
FOR RAPIDLY BACKFILLING
EXCAVATION TO PREVENT
UNDERMINING OF ADJACENT
STRUCTURE.
PARKER MYNCHENBERG 4 A550C., INC.
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
I129 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32111
386) 67171=6891 FAX (386) 611-2114
SIDE WALLS TYPICAL
ITER RESIDENTAL SW/POOLCONCRETEPAVERDECK
DE51GN FOR
To
ALL SEASONS POOLS 8 SERVICE
185 EAST AIRPORT BLVD.
tNO. \/ALI 'WIT140A SANFORD, FLORIDA
EMt355E SEAL. 4o1-8T1-2o20
y THIS SIGNED AND SEALED SHEET 15 TO BE USED AS A MASTER
3000 P54 CONCRETE W/ 2--3 REBARS FILE COPY IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE
YEAR EXPIRING ON 12/31/18 IF THE FLORIDA BUILDING CODE
RIBBON FOOTING 15 ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING
W/ PAVER DECK MAY BE RENDERED VOID.
FRONT WALL
PARKER MYN NENBERG, P.E. -52645 SHEET 4 OF 5
05 BAR CONTINIOUS
STANDARD YARD
ELEVATION
ALUMINIUM SCREEN LIPRIGWT
5 BAR AT 40" ON CENTER
WITW CELL FILLED WITW CONCRETE
DECK DRAIN
05 BAR AT 12' ON CENTER
BLOCK WALL DETAIL
WALL 3000 PSI PUMP MIX CONCRETE
Ins BRICK PAVER
1 POOL DECK
HJD SET
c.
03 BAR AT 12" ON CENTER
QXQla`I L `• '
36 ° TURNDOWN
WALL 3000 PSI PUMP MIX CONCRETE
6 FT RETAINING WALL
RETAINING WALL 3000 PSI PUMP MIX CONCRETE
PNEUMATICALLY APPLIED.
POOL SWELL
FINISHED GRADE
04 BAR CONTINIOUS
X4L
iA
v
OF-
IDrRD YARD n
SMALL RETAINING WALL
WALL WOO PSI FUMP MIX CONCRETE
ALUMINIUM SCREEN UPRIGHT
05 BAR AT 40' ON CENTER
WITH CELL FILLED WITH CONCRETE
DECK DRAIN
4" POOL DECK
K
PARKER tlYNCNENBERO 4 A550C. INC
vTER
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
1129 RIDGEWOOD AVENUE HOLLY WILL FLORIDA 32118
38ro) roll-ro891 FAX (386) roll-2114
TYPICAL
RESIDENTAL SW/POOL
DESIGN FOR
ALL SEASONS POOLS 4 SERVICE
IS5 EAST AIRPORT BLVD.
SANFORD, FLORIDA
401-SII-2020
TWI5 SIGNED AND SEALED SWEET 15 TO BE USED AS A MASTER
FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE
YEAR EXPIRING ON 12/31/18. IF TWE FLORIDA BUILDING CODE
15 ALTERED OR MODIFIED BEFORE TWAT DATE, TWI5 DRAWING
MAY BE RENDERED VOID
1-
r t
PARKER MYNCWEN ERG, P.E. 052645 SWEET 5 OF 5
BOUNDARY SURVEY ,
LEGAL DESCRIPTION:
LOT 110, BAKERS CROSSING PHASE 2 ACCORDING TO THE PLAT THEREOF, AS RECORDED IN
PLAT BOOK 62, PAGE 97.99, INCLUSIVE, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY,
FLORIDA.
FLOOD INFORMATION:
BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR YNNW.FEMA.GOv,
THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF
SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007.
CERTIFIED TO:
MINA D. RAKY; FIRST AMERICAN TITLE INSURANCE COMPANY; FREEDOM MORTGAGE -
CORPORATION
Asphalt Road) -,-,—
Platted Private Right-of-way)
PRC faceted
on Will
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W Reber No
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R=
60.00'(P) L=
14.91'(P) A=
17'05'12"(P) Chord
Bearing= S
65'14'11' E 14.86'(P) N
64'58'61" E 15.00'(M) Lot
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APPALOOSA COURT SANFORD. FLORIDA 32773 C27
R=
50.00'(P) L=
38.53'(P) 4=
44°09'13"(P) Chord
Bearing= N
84°08'36" E 37.58'(P) N
83.58'W' E 37.54'(M) 1Y
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td iird'ell_gni) vEU )LAN,%88'505"W•85.63'(M) 90-
00'00" W 85.67'(P) Tract "
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7, akers Crossing Phase 1 l _ - (
Plat Book 60, Pages 27-29) Ok
to install 372 square foot inground pool and 932
square foot paver deck as shown on plan. _ Fls1dDate: °
Meets area and dimension regulations for the D. Br. S. e c .
Cdmb .Bakers Crossing Phase 2 approved PD. Note: the cImpervious
Coverage require for lot is 53.99°. 0
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a •Enwre F.
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1) Fnd
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wenBlraOw,) Graphic
Scale 1
2 4 Scale:
l'a20' 1301
S. International Parkway Subs 2001 Lake
Mary. Fbdit 32746 www.
belandsumeybp.com t-
407.678.3366 FaXA07.320.8165
INSTALLATION GUIDE
ESTIMATING HOW MUCH FENCE TO ORDER
The first thing you need to do is pick a starting point such as the steps of the pool. Using a tape
measure or a rolling measuring wheel go around the pool and back to the starting point. You want to
make sure you stay around 2 feet from the water line when measuring. Note: Installing the fence at
least 2 feet from the water line allows enough room to clean your pool without taking down your
fence and for the kids to play and have fun. In most states the barrior code requires you to install
your fence at least 2 ft from the water line.
ORDERING YOUR FENCE
Being the manufacture allows us to offer you sections of fence in various sizes. The fences come in
a standard 15 foot sections on 36" pole spacing. We can also make sections in 3, 6, 9 and 12 feet.
Our recommendation is that when you have the total footage that you need round it up to the nearest
whole section. Here is an example of placing an order. You measured your pool and came up with
91 feet. You should order (6 ) 15 foot sections which is 90 feet, plus (1) 3 foot section for a total of 93
feet. You always want to make sure you have enough fence.
MAKING A TEMPLATE
Go to Home Depot or Lowes and buy a 48" STEEL RULER and 1 1/8 METAL DRILL BIT that you
can put on a cordless drill. Drill a hole right on the steel ruler at the V mark. Then drill a hole on the
3 1/2" mark (.The two holes you just drilled is the distance for connecting the sections of fence
together). Then drill another hole on the steel ruler at the 37 mark. You now have your template on
36" centers. Remember the hole you drilled on the 3 1/2 " mark is only for your connection. This is
what it should look like.
VOUMls Hok, where
Z seq bns Come ?'Opther
A 1a'iHoley
100 01
1211- 364,
IMPORTANT NOTE I:
There are important things to remember when laying out the job. This is a tension base fence so if
you are not installing the fence in a straight line you will have to make some adjustments on your
measurement. Even if you are using a template.
Laying out the job will be easy to accomplish if you follow these guidelines. Remember that each
section of fence will be connected together. The measurement on the connection is 2 1/2" . Each
pool will have curves or radiuses. For the purpose of these instructions, we will refer to them as
outside" radiuses and "inside" radiuses.
IMPORTANT NOTE 2:
When you are doing your layout no matter where you are installing the fence, (a straight line or
shaping the pool) You need to make a deduction of at least 1/4 inch on the first and last pole of each
section. If you do not do this your fence will be to tight. Here is an example layout if you are installing
a 15ft section in a straight line
0 35 3/4 0 36 0 36 0 36 0 35 3/4 0
Here is an example layout with (2) 15ft sections connecting to and from a privacy fence in a
straight line.
Start by coming off the privacy fence 2 1/2 inches
0 35 3/4 0 36 0 36 0 36 0 35 3/4 0 2 1/2 0 35 3/4 0 36 0 36 0 36 0 35 3/4 0
LAYING OUT YOUR JOB
1. OUTSIDE RADIUSES.
Each will have to be understood one at a time. Remember that the mesh is on the outside of the
poles so as you layout on the outside radius, you will have to layout your holes less than 36" centers,
This will allow the poles to twist slightly. Since you are going around an outside turn, i.e.; The poles
must twist. So in sense, it is farther around a curve than it is in a straight line. You will have to refer
to the chart provided as to how less than 36" each hole on the outside turn is laid out. If the radius is
sharp, you may layouts as little as 35-5/8 or 35-1/2. refer to diagram.
kctarian
2. INSIDE RADIUS.
As you can see, the inside radius is laid out further than 36" centers. Due to the severity of the
radius, you will again refer to the chart. For starters, the obvious reason for the holes to be farther
apart is the distance on an inside turn is less than in a straight line. Remember the mesh is on the
outside poles, hence, the mesh will be loose should you drill on 36" center. The poles are twisted
back inside. On an inside radius you allow a little less on the difference between holes than on the
outside radius. For example, if you layout on the outside at 35-5/8", you would allow layout at 36-1/4"
on the inside radius. The reason for this difference is on the inside radius the poles do not twist as
much as the outside radius. See chart. The best explanation for less on inside radius is that the pole
has to twist less on the inside as to more on the outside. As you install, this will become a lot clearer
to you. If you become confused just refer to the charts. Remember, the mesh is on the outside of the
poles. The mesh comes in 15' sections. Should you measure around the outside of a radius it will be
longer than the straight line. The inside will be shorter.
36#
Pole
i a yiQe 'adius `
DIAGRAM A&B ARE
EXAMPLE OF A
LAYOUT.
These measurements are approximate. As you
can see from this example, all the holes are not on
36" center. For the purpose of these instructions,
we will refer to curves or radiuses as inside radius
or outside radius. NOTE: If you are not putting up
a fence all the way around the pool your layout will
start different. If you are installing the fence in a
straight line from screen to screen or from your
house to a wood fence, this is what you need to
do. Measure 2 1/2 inches off the house, wood
fence, screen or what ever structure you are
hooking it up to and mark it. That will be the first
hole of you measurement. When connecting the
fence to an independent structure install the hook
of the latch on the fence pole. Install the eye to the
structure and use an appropriate anchor.
1'1)tV4.'Pr51n0
CUTS
HOW TO MODIFY THE FENCE TO FIT THE
POOL DECK
When you are just about done doing your layout you will notice that your final measurement will not
fall on 36". To complete your layout all you have to do is measure 2 1/2 " from the center of the last
hole and mark it. That will be your cut piece. Whether it is a 2 pole section or 6 pole section, all you
have to do is measure the distance from center to center. Here is an example:
r d
errce
0 "
Lj t Two NwQ 9,KL) CeL tiL7K .VY be ti Frt
r/VoVe cie
F
GATE DOLES
You are now done with your layout but before you start drilling you need to mark where you want
your gate openings. Its very simple. You want to mark the gate holes on the inside of your fence.
Each section of fence comes with 6 poles. You can put a gate opening on either end of the
sectioned fence. Here is an Example of where to mark and drill a gate opening.
arrdar t `pion Of Fence..- oriAY a gate hole orr etc &-
emd of the oectivrr, Ire Yoie Lvi,# oµihq aroux an:
jot PLit it in the hoie
Y
a a a a a a
aj
vate Hole.
VERY IMPORTANT TO REMEMBER BEFORE DRILLING
Before you start to drill go around the whole pool and count your marks. Remember each 15 foot
section has six poles. When I was installing many moons ago I forgot to check my measurements
one time and accidentally drilled a seven pole section. That wasn't pleasant. I never made that
mistake again. So double check your measurements.
ANGLE DRILLING
This will teach you how to drill your holes on an angle when you are following the inside or outside
radius. As you follow these simple guidelines your fence will always remain tight and without
wrinkles. A loose fence is not safe. The angles will be easy to understand, and we will go over them
carefully. To explain in simple terms, should you install the poles on a 90 degree hole and then pull
on the pole on the opposite side, the pole will lean in that direction. Should you drill that same hole
10 degrees of of 90 degrees, this will cause the pole to resist leaning in the direction of the pull. You
can visualize the pull necessary when you are going around a radius. Should you drill 90 degrees,
the fence will loosen up. Should you drill a few degrees opposite the radius, when the fence is
latched together the pole will be pulled up to 90 degrees and be under tension. When drilling in an
inside radius you will drill the hole at a slight radius opposing the 90 degrees (see diagram). Take a
look at the curve in the pool and hold a pole at an angle and you will be able to come close to the
point where you will angle the drill. (Refer to the diagram).
LEAN ON RADIUS LAYOUT
The amount of lean determined by the severity of the radius. Arrows indicate the direction of the
lean: NOTE: Remember when laying out radiuses you will compensate for the radius. On the outside
you layout less than 36". On the inside you layout a little more than 36". Should you get confuse, call
me and I will help you understand.
TRICKS OF THE TRADE ON DRILLING ANGLES
There is a easy trick to determine the amount of lean you will need when you are drilling on a angle.
Stand over the marked hole you are about to drill and draw an imaginary line to the third hole.
If the 2nd hole falls on the imaginary line then you drill that 2nd hole straight.
If the 2nd hole falls a little to the right of the imaginary line then lean the drill a little to that side.
Its that simple.
INSTALLING SLEEVES
After you get done drilling all your holes it is time to install the sleeves.
Take your long needle nose and pull out all the cores you just drilled.
Put the sleeve in the hole and with a rubber mallet hit the sleeve level to the ground.
The sleeve should fit perfect.
PUTTING UP THE FENCE AND CONNECTING
THEM TOGETHER
When you are done putting all the sleeves into the deck, go around your pool and put in all the
section of fence.
Now it is time to install the latches. You will notice on the end poles of each sections of fence that
there is no screw in the second hole.
That is where you will install the hooks and eyes (latches). Simply walk around to each end pole with
your cordless drill and a 9/64 drill bit and make the hole a little bit bigger.
The latches will not screw in unless you do that. After you do that simply install the hook to one end
pole and the eye to the opposite pole.
Squeeze the two poles together and connect it. Continue to do that until all the sections of fence is
secured.
Remember the last section that you connect will be your cut piece. (Refer back to CUTS)
INSTALLING A SELF CLOSING GATE
When installing a self closing gate you need to start your layout with the gate.
Pick where you want your gate to go. Usually that's in front of the main stairs.
Have someone hold the gate exactly where you want it. With a china pencil or marker trace around
the two pegs of the gate.
Double check the measurements by laying the gate down and measure the pegs with a tape
measure from center to center.
Then do the same to the two marked holes. When you are sure the measurements are correct go
back to the two marked holes and measure 4 1 /2 inches to the left from the center of the left hole
and mark it.
Do the same to the right. You should now have 4 holes. The two middle holes are for the self closing
gate and the two outside holes are for the section of fence. Here is an example:
021/20331/4021/20
t t
7--7777,77
r
VS FloPro
Jandy® Pro Series
variable -speed pumps
comply with Appliance
Efficiency Standards
e.g., CA -Title 20 and
ANSIO/APSP-15) and
qualify for energy
company rebates
where available.
VS FloPro'M
Variable -Speed Pump*
VS FloPro is designed with an innovative adjustable base, allowing for
simple installation on new construction, or quick and easy replacement of
existing pumps. Well suited for applications with 1.5" or 2" plumbing, the
VS FloPro is designed to be operated at energy saving lower speeds for
maximum efficiency.
Ultra high efficiency motor. Features a totally enclosed fan -cooled
TEFC) permanent magnet brushless DC motor for cooler operation and
extended motor life.
On -board digital controller included. Two timed speeds/8 speeds total.
1800 rotatable & remote mountable for easy installation. Reliable battery
backup ensures time and settings are stored during power outages.
High performance pump in an ultra compact body. Fits easily in small
equipment areas.
Additional Features
Adjustable base included
2" unions and 2" internal threads
Ergonomic easy -transport handle
High profile easy -grip handles with large capacity basket
Complies with Appliance Efficiency Standards (CEC Title 20 & ANSI®/
APSP-15) and qualifies for power rebates, where offered
Part No. Description HP List Price
VSy`l iofF'ro Variable-S eed PurriV8-FkP1_G _ P .1 0 HP ;$1,;.496•.r79w/ JEP',R Controller 230 VAC.
2013-2014 Zodiac Pool Systems, Inc. Product Catalog
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Technical Information
Specifications and Dimensions for VS FloProTM 1.0 HP Variable Speed Pump
When installing the pump, leave a minimum of 2 ft. of clearance
above the pump for removal of strainer basket.
Iron, cage or union
to Center of Bolt Holes
Imo- 0 1;2' -.
Boll Holes,
Center to Center
W_ MY` rNo Hayward Super
Base Pump,® Pentairl
SuperFlo,O Sta-Rite' 73/4 123/4"
SuperMae
Small Base Hayward Super II'"
Jandy® Pro Series 87/8" 137/8PlusHP, Jandy Pro
Series Max HP
Small Base Pentair WhisperFlom 91/81, 141/Vw/ Spacers Sta-Rite Dyna-Glas-
Small Base + Sta-Rite Max-E-Prom
Large Base Sta-Rite Dura-Glasm 103/41, 153/4" Sta-Rite Dura-Glas II,
Sta-Rite Max-E-Glae
VS FloPro (VS) Pump Curves
100
90
Ir
80
LL
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1— 70
WW
60
W 50
2
U 40
Q
z 30
0
Q 20H
0 0
0
40
35
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10 0
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5 [1-
0
0 10 20 30 40 50 50 70 80 90 100 110 120 130 140 150 160 170 180 190 200
FLOW RATE, GALLONS PER MINUTE, (GPM)
2013-2014 Zodiac Pool Systems, Inc. Product Catalog
icJ2013 Zodiac Pool Systems, Inc.
k
rights reserved 1013
D D ,
D
U To view full catalog go to Products page02013ZODAC(P)
Zodiac
is 'a registered trademark
l r
Zodiac International, A ('f} S.A.S.U.. used under license. Trademarks referenced herein at www.ZodiacPoolSSystems.com
are the property of their respective owners.
Jan Pro - Series
byZODIACO
CS100 CS Cartridge Filter
CS200 CS Cartridge Filter
CS Filter Head Loss Curves
8
6
Design
Head
Loss
ft head) 4
2
0,
0 30 60 90
CS150 Flow Rate (gpm)
CS200
CS250
CS100
100 Sq. Ft.
200 Sq. Ft.
120
3
Design
Pressure
2 Drop
Psi)
0
Specifications - chnlcal
CS Series Filters
Im
NO
Model No. CS100 CS150 CS200 CS250
Filter Area 100 ft2 150 ft2 200 ft2 250 ft2
Design Flow Rate 1 gpm/ft2 85 gpm/ft2 625 gpm/ft2 5 gpm/ftz
Maximum Flow 100 gpm 125 gpm 125 gpm 125 gpm
Six (6) Hour 36,000 45,000 gal- 45,000 45,000 gal -
Capacity gallons Ions gallons Ions
Eight (8) Hour 48,000 60,000 gal- 60,000 60,000 gal -
Capacity gallons Ions gallons Ions
Normal Start Up
Pressure 6-15 psi 6-15 psi 6-15 psi 6-15 psi
Max. Working
Pressure 50 psi 50 psi 50 psi 50 psi
Cartridges 1 1 1 1Required
Shipping Weight 28 lbs. 28 lbs. 34 lbs. 36 lbs.
Height ('A') 323/e" 323/8" 421/2" 421/2"
www.ZodiacPoolSystems.com
2011 Zodiac Pool Systems, Inc. SA6259 0611
7nniA('° is a rpnictprpri traripmark of 7nriiar. Intprnatinnal R A R I I i icpri i inripr Iirpncp
Job Name: Raky Determine Simplified TDH:
Swimmina Pool Efficiency Compliance Information
NOTE: These Requirments Apply ONLY to the Filtration Pump
ANSI/APSP/ICC-15-2011
Flow Calculation:
Pool water volume 10,618 = 360 = 3_ gpm - this is the calculated flow rate.
Note: for pools under 13,000 gals. the calculated flow rate or 36 gpm whichever is greater = the filtration flow rate.
Is there an Auxiliary load on the filtration pump? YES V NO
If so, what in the calculated flow rate 70 gpm.
Flow Rate (low speed) 1- gpm @ 600 rpm.
Minimum suction side pipe size @ 6 fps 2.5 in. Minimum suction side branch pipe size @ 6fps 2.5 in.
Minimum return side pipe size @ 8 fps 2.0 in. Minimum suction side branch pipe size @ 6fps 2.0 in.
Determine Filter Size:
Filter Factors (GPM/SF): W Cartridge (0.375) F-1
Filter Size: -70_ 0.375 = 186.66
Flow Role) (Fitter Fact) (Flow Role)
Pump Controls
Filtration pump has no auxiliary load - standard time clock
DE (2.0) D Sand (15)
CS 200
Fan Make 6Modef)
Filtration pump with auxiliary load - Control model for low speed default whithin 24 hr. 2ND TIMER
Heater Model: N/a
Gas Heater efficiency rating (No Pilot Light)
Heat Pump efficiency C.O.P.
ANSI 5 & ANSI 7 Compliance Work Sheet
Determine Simplified TDH:
1. Distace from pool to pump in feet: 33-
2. Friction Loss (in suction pipe) in 3 Inch pipe per 1 ft. @ 181 gpm = .07 (from pipe flow friction loss chart)
3. Friction Loss (in return pipe) in 2.5 Inch pipe per 1 ft. @ 146 gpm a • 13 (from pipe flow friction loss chart)
Determine Simplified TDH:
4. 33 X
Lengtht pipe)
5. 33 X
Length of Retum pipe)
07
Ft of head I 1 n of Ppe)
2.31
TDH sucl Ptpe)
13 = 4.29
Ft of heap t I e of Pipe) (TDH Return Age)
TDH In Piping: 6.60
Filter I Heater loss In TDH: _4 0
All Other losses:
Total Dynamic Head (TDH):
Branch Piping to be 3 inch to keep velocity @ 6 fps max at 136 gpm System Flow Rate.
Trunk Skimmer a
inch to keep velocity @ fps max at gpm System Flow Rate. DSuctionPipingtobe3J8 181
Return Piping to be 2.5 1 inch to keep velocity @ F01 fps max at 146 gpm System Flow Rate.
Pump Selection as Listed on Curve Ar C (circle one)
Filtration Pump: VS FHP 1.0 HP Maximum Flow Rate 120 gpm
Determine the Number and Type of Required In -Flow Suction Outlets:
Check all that apply.
4 3, e.
C
F 1
Main Drain Cover: VGB CHANNEL]
2 suction outlets @gpm max. flow 3
suction outlets @gpm max. flow FLOOR suction
outlets @ 200 gpm w/ Ports Total Head
in Conversion Chart Inches Mercury (
Vacuum Gauge) 0 1
2 e 1 6 e to 12 14 16 10 0 OA
4.3 64 9A 112 13.6 16A 10.1 203 1 2.
3 4.6 as 9.1 11A 13.6 15A 10.1 20.4 22.7 2 4A
as 9.1 IIA I" Iss 10.2 20A 2W 29A 3 6.
0 9.2 113 19.7 1910 Ilia 203 22A 25.0 2)A 4 92
its 12A IBA 16.3 20.6 22A26.1 27.3 22.6 5 11.
5 13A 16.1 19.3 20A 22.0 25.1 27.4 20.6 31S 6 qA
16,1 10.4 20A 22.9 25.2 VA29.7 31A 34.2 7 16.
2 19.4 20.7 2" 202 S 29.7 32.0 34J 30A e IBA
20.7 2" 2W 27A 292 32.0 34.3 3" 35A 0 20A
23.1 26.3 27229A 32.1 342 36.6 30.9 41.1 Io 21I
25.4 27A 29.9 22.1 24A 36.7 SU 41.2 42.4 LU 1125.4 27.7 29A322 34.5 3U30.0 41.2 43A 4" 0 12
27.7 3" 322 342 30A 29A 412 431 45A 4e.1 12 3FO
32.a 34A 386,11 30.I 413 0.0 45.0 40.1 50.4 143"
24.6 30A 39.1 41.4 43.6 4649 46.2 WA62.7 s 34.
9 36A 39.2 41A 427 45.0 43.2 60A 62.7 GSA W 16cc31A
W-
2 4131 43.1 146.0 4" 1 oos 62A 1 65.0 67.3 17 3"
414 433 46.1 4e.3 6DA 52A 66.1 1 67.4 50.e 1641.
6 43A 4B.I 40A50,0 a" 55.1 67A 69.7 01.9 fn to
43.0 462 40.4 6D.7 a" Bba 57A 9.7 o2A 042 W 20
48.2 49A 60.7 63.0 W267.6 99A 6" 64.2 GOA Cr 21483GOA63A63a67.0 69A 021 04.3 6Q069.9 d 22GOA63.1 65.3 67.6 693 42.1 04A GOA 66.9 11.2 21 B3.
I BSA Sr.? 1 5" 1 02.2 04A 1 06.7 6" 712 134 it 24
6sA 57.7 60-0 eu I 64A 68a 69A 71.3 73A 753 25 57A
60.0 6U645 US 69.1 71.3 73A 1 76A 7aI 26 603
623 0" 60.9 69.1 714 72A 76A 7&1 0.4 27 6L4
04.0 60.9 GAT 71A 222 75.9 7" 905 e2.7 20 84.
7 Gas a" 71A 7s,7 76A78.2 90.9 82A 9e.0 20 67.
0 9.3 71A73.8 76.0 7$3 0" 92.0 e6.1 7.3 30 92.
2 71.6 72A 79.1 70.3 6DAno BLI 87A 99.6 at 7fA
13.9 Li70.4 210 a" 952 VA W 92.0 32 73A
762 7eA 90.7 83A 6L2 07.6 09.7 02.0 e49 B 78a
5" 0.7 63A66.3 073 99A OLD N.3 046 34 7eA
BOA 93.1 B6.3 e7A 092 02.1 94.4 9" ee.9 3s 90A
03.1 ee.4 67.0 e9A O22 04A 96.7 9e.9 IDta NOTE: Field
TDH Must be Equal to or Heigher Than the Calculation TDH
Flow and
Friction Loss Per Foot Schedule 40
PVC Pipe Velocity - Feet
Per Second Pipe Size
6fps BI 10fps 1 1
m m 1.5-
37 gpm 0.06' 50 9PIT1 0,14 62 pm 62 m
0. m 1 m 9Pm 0.
1 GPM 0.09' 4 951 Bern gpm
0.07, GPM m 1
12
i7Dmu. For each pump
heck One. Simplified
Total Dynamic
Head fSTDHt Complete STDH Worksheet -
Fill in all blanks. Total Dynamic Head (
Toll1 Complete Program or
other calcs. Fill in required blanks on worksheet & attach
calculations. Maximum Flow Caoaci
of the new
or replacement pump. ALL SEASON$ POOL
SERVICE, IN 185, EAST AIRPORT
BLVD. SANFORD. FLORIDAO EXPIRES
DECEMBER 31,
2BI8 1 C. C`
BAN 2
12.
01:1 MirNCHSNDFJZC fIj. Idyll
INSPECTION SEQUENCE
BP# Ip Z 8 q 1
ADDRESS:
01, PERMIT ; . ,.iri1E ':, `yr_. ` : , "• '
Min Max Inspection Description
10 20 Pool Plumbing Rough
20 Pool Foundation
30 Main Drain Piping
40 Pool Deck
50 Safety Act
60 1000 Final Plumbing
1000 Final Pool
W-LECTRI,CAL EON
Max Inspection DescriptionMin
10 Light Niche Bond
20 Pool Bonding Grid
Final Electric
REVISED: June 2014
Grant Matoyy Clerk Of The Circuit Court & Comptroller Seminole Countyy, FL CERTIFIED COPY GRANT MALOY
Inst #20180$9424 BOok:9184 Page:1250; (1 PAGES) RCD: 8/7/2018 12:55:32 PM CLERK OF THE CIRCUIT COURT °' REC FEE $10.00 ~ e '
AND COMPTROLLER i
SEMINOLE COUNTY, FLORIDA .: . a
4,, -
BY t>> DEPUTY CLERK
Uatp
NOTICE OF COMMENCEMENT
FS 713.1AUGq O 7 2018,
THIS oocumeNT MUST a COMPLETED WHEN CONSTRUCTION VALUE EXCEEDS $2500.00
This Instrument Prepared by: ALL SEASONS POOL SERVICE INC
188 E AIRPORT BLVD
SANFORD FL 32773
PERMIT s: TAX FOLIO 0 - 0 —3 1 '7 0 V " 000 t 0 o
STATES y/ CITY OF; InQ The
undersigned hereby gives notice that Improvement will be mode to certain Foal property, and In accordance with chapter 713. norldo statutes, Le
following Information Is provided 1n this notice 0y 0 r/r(pon'aomo,L{}.I
f)n a 1. Legal Description of property: 1F-`'T I 1 L
N andstreetaddressIfavailableIFD-
dT33 ViPp 0l oosa nJl-• J 3 (
2. General description of Improvementle): CONSTRUCT SWIMMING POOL I SCREEN ENCLOSURE 1
3. Owner I"o Name' ACL t
KQ/',
Address:
3.3 t Phone: •
l F a.
Interest In property: FEE SIMPLE b.
Name and address of too simple titleholder (If other than owner) Phone: 4.
Contractor. memo:
ALL SEASONS POOL SERVICE INC ALL SEASONS POOL SCREEN ENCLOSURES INC Address:
105 E AIRPORT BLVD 650 HICKMAN CIRCLE SANFORD
FL 32773 SANFORD FL 32771 Phone
Number: 407-871-2020 407-703-2600 Fox
Number: 407-321-6404 407-703-2501 5.
Surety: Name and address: Phone:
Fax: 8.
London Name and address: Phone:
Fax: 7.
Persons within the State of Florida designated by Owner upon whom noticas or other documents may be
served as provided by Section 713.13 (1) tor) 7, Florida Slatutos: 8.
In addition to himself, Owner doslgnatos the following person(s) to receive a copy of the Llonces Notice as provided In Section 713113 (1) b),
Florida Statutes: (
Name, Address, Phone number and fax number) B.
Expiration date of notice of commoncomont (the expiration data to 1 year from the data of recording unless a different date Is specified) L-
aa-ao 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 1, 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. vertri
11on pww 92.026, Florida awbwe Under Penealw of PIM.r• I OtdowVol 1 heftlose the tw9oft wO awl bcm In It wowo to rho bon or'" "mWept one bteet. Mina
Qq tj SInatureofor) Nola• per Section 7130111[Y.13)1)g. Florida Statu e ( Print Owner's Name) 1 Oleraltue
glpYrMrlJr ptr/ery Afu.rr,leM OIrNtM OpnnrrrMMrer1 ' Print
Owners Name) _ I State
of Florida, County of The
folego Instrument a edged be ore m his day of A.Z JL__ 0 , by r/•
l/ Who Is personallyknown to me or who has produced
Driver cane as Identification end take an oath did not take an oath. 04 -- _
No
ry 1) lureZ4 Meg— Elizabeth Reis seal)
Jew $
ad wo A 1''e ,;, ".a ri"'a OiOi'tts W N D W+ y MESAN ELIZAeETH RJF AA9CSCLed>1 • u wwo 1' s t Notary Public - State of Job #
a spUold io 9121 INP ArpoN ? {ja' __;;: Commission or FF 877 S13tl
ILL ZI13 N W My Corn- Fxplrls Mar 3
LIMITED POWER OF ATTORNEY
hereby name and appoint the follow Keri Gwynn, Michele Corrigan, Ashely Wilhelm, and Cassidy Berger to be
my lawful attorney in fact to act for me and to apply the Division of Building Safety for work to be performed at a
residence at a location described as:
Lot Subdivision:
Address:
And to sign my name and do all necessary to this appointment.
John N. Watts- All Seasons Pool Service Inc
STATE OF FLORIDA
CPCO23576
STATE LICENSE NUMBER
COUNTY OF ORANGE
The foregoing instrument was acknowledged before me this 17
20 ' , by JOHN N. WATTS who is personally known to me.
unhIA9anElizabeth Reis
seal)
day of tl ,
MEGAN ELIIABETN REIS
s Nolary Public - State of FloridaCommission # FF 977536MyComm. Expires Mar 31, 2020
LIMITED POWER OF ATTORNEY
I hereby name and appoint
t
of All as ns Pools to be my lawful
attorney in fact to act for me and apply to the for an electrical permit
for work to be performed at a location described as:
Parcel #
Section Township Range Lot )10 Block
Subdivision Q
K 3l ht\ <71 ok
Owner of Prop;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 1-folder (Master Electrician) State Registration or Certificate Number
Signature of license holder
The foregoing instrument was acknowledged before me this day of 5\4 2018 by
Brian Miller who is personally known to me and who did not take oath. I
State of Florida
Cou ty of
N a ub ic, Sta'tbFof Florida
MEGAN ELIZABETH REIS
Public - State of FloriOaFIMTM-i-ei
Notary
Commission N FF 977536MyComm. Expires Mar 31. 2020