HomeMy WebLinkAboutPOOL PLUMBING & LAYOUT PLANSCREEN ENCLOSURE
(BY OTHERS)
12" BRICK
PAVER DECK \
SAND BED:..
12" X 12" FOOTING W/(2)
#5 DIA. CONT.
2 5/8"
GRADE LOT TO SLOPE
AWAY FROM POOL DECK
12" 1 /2"
12"
FOOTING FOR SCREEN ENCLOSURE
(WHEN APPLICABLE)
N
00
PER FBC 2020 7TH EDT. CHAPTER 45,R4501.17.1 THROUGH
R4501.17.14 RESIDENTIAL SWIMMING POOL MUST MEET
ONE OF THE BELOW SAFETY FEATURES:
1. POOL MUST BE ISOLATED FROM ACCESS TO A
HOME BY AN ENCLOSURE THAT MEETS THE POOL
BARRIER REQ. OFF 3.515.29.
2. THE POOL MUST BE EQUIPPED WITH AN APPROVED
SAFETY POOL COVER
3. ALL DOORS & WINDOWS PROVIDING DIRECT
ACCESS FROM THE HOME TO THE POOL MUST BE
EQUIPPED WITH AN EXIT ALARM THAT HAS A MIN.
SOUND PRESSURE RATING OF 85dB AT 10 FEET.
4. ALL DOORS & WINDOWS PROVIDING DIRECT
ACCESS FROM THE HOME TO THE POOL MUST BE
EQUIPPED WTH SELF CLOSING SELF LATCHING
DEVICE WITH A RELEASE MECHANISM PLACED NO
LOWER THAN 54 IN ABOVE THE FLOOR.
CMP-SPC-3VP
ANTI -VORTEX MAIN DRAIN
COVER TESTED TO ASME
Al12.19.8M 2020 BY UL 8172
LISTED WITH ANTI -ENTRAPMENT
COVER (TYP. OF 2)
MIN. 36"
TOP VIEW
BRANCH PIPING
SUCTION TO PUMP
TYPICAL PROPERTIES OF A TYPICAL REINFORCED FIBERGLASS POOL:
- BARCOL HARDNESS OF 30 MIL GEL COAT: 30-40
- GLASS CONTENT BY WEIGHT: 37%
- TENSILE STRENGTH, PSI AT 77 F: 13,400
-TENSILE ELONGATION: 1-2%
- FLEXURAL STRENGTH, PSI AT 77 F: 9,000.00 - 1,000,000
- FLEXURAL MODULUS, PSI X 10 AT 77 F: 0.72 - 0.77
- COMPRESSIVE STRENGTH, PSI: 25,000 - 38,000
- TYPICAL THICKNESS, INCHES: 1/4" TO 3/8" AVG.
EXISTING SCREENED PATIO
FIBERGLASS
SPA WALL
DOUBLE MAIN DRAIN (DETAIL
ACCORDING TO FBC-RESIDENTIAL 2020, 7TH EDITION
ENGINEER MAKES NO WARRANTY FOR
EQUIPMENT. THE EQUIPMENT SHOWN ON
THESE DRAWINGS HAS BEEN SPECIFIED BY
THE LICENSED POOL CONTRACTOR AND HAS
BEEN EVALUATED FOR COMPLIANCE WITH
FBC AND APPLICABLE ANSI STANDARDS BY
THE ENGINEER- CONTRACTOR SHALL
ENSURE ALL EQUIPMENT IS INSTALLED AND
CONFIGURED TO OPERATE IN COMPLIANCE
WITH FBC, ALL APPLICABLE ANSI
STANDARDS, AND ALL MANUFACTURER
INSTRUCTIONS AND SPECIFICATIONS (TO
INCLUDE OPERATING PARAMETERS).
NOTE:
POOL CONTRACTOR TO VERIFY ALL
PROPERTY LINE LOCATIONS AND POOL
ELEVATIONS PRIOR TO
CONSTRUCTION. POOL LAYOUT AND
DIMENSIONS TO BE VERIFIED WITH
OWNER PRIOR TO CONSTRUCTION.
NOTE:
ALL MATERIALS AND FINISHES USED ON
HORIZONTAL SURFACES SHALL BE SLIP
RESISTANT WHEN WET.
NOTE:
THIS PLAN IS FOR POOL STRUCTURES,
PLUMBING, EQUIPMENT/ELECTRICAL &
DECK ONLY. ALL OTHER FEATURES
SHOWN ON PLANS ARE DESIGNED AND
ARE BY OTHERS
PERIMETER BONDING WIRE
@ 18"MIN. - 24" MAX. FROM
W.L. (SEE DETAIL)
NOTE:
POOL STRUCTURE HAS NOT BEEN
DESIGNED FOR EXTERNAL SURCHARGE
LOADING FROM ADJACENT EQUIPMENT,
STRUCTURES, OR FOUNDATIONS.
LICENSED CONTRACTOR SHALL
COORDINATE TO ENSURE THAT ALL
ADJACENT LOADS (E.G. FOOTINGS) BEAR
AT A DEPTH SUFFICIENT TO PREVENT
SURCHARGING POOL STRUCTURE.
NOTE:
ENGINEER MAKES NO WARRANTY OR
CERTIFICATION FOR EXISTING STRUCTURES
ON -SITE, OR FOR DAMAGES INCURRED AS A
RESULT OF THIS PROJECT.
NOTE:
ALL UT!I_ITIES, OVERHEAD OR BURIED,
SHALL COMPLY WITH FBC-BCH. 27 AND NEC
(2017), INCLUDING CH.680.
NOTE:
POOL & DECK ELEVATION
SHALL BE APPROX. 6" BELOW
F.F.E. OF HOUSE
SCREEN ENCL. (BY OTHERS) WITH SELF -CLOSING
SELF -LATCHING GATE(S) THAT SWING OUT AWAY
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MANDALAY BAY 222
- DIG PLA
WEIGHT 1340 CBS
4" SAND BED AREA: 222SOFT
SCALE 1/4"=V-0"
DATE 10-04-05
PER METER. 64IT
VOwME: 66000AL
DRAWN BY KLB
REVISION 01
ALL MEASUREMENTS AND OIJANla TIES ARE BASED ON AVERAGES
FROM THE POOL AREA
INSPECTOR TO VERIFY THE FENCE IS IN
FOOTECOMPLIANCE WITH CHILD SAFETY BARRIER 12"X12"CONE. SCREEN ENCL. ENCL. FOR
REQUIREMENTS PER FBC 7TH EDITION (2020) VERIFY SIzF WITH SCREEN
TIED INTO EXISTING SCREEN MFGP'S SPECS
- — — — ------ — — — — — — — -`---------7
.� 1.5" SGH 40
/ . TYP.
(3) RETURNS FROM
/ REC. PUMP
f OTE
NO MAIN DRAINS REQ'D ( .I
- NO DIRECT SUCTION ' . . .
,Y) I I
4' 24' I.
(2) SKIMMERS STUB -OUT FOR (1) LED
COLOR LIGHT I
VAC. LINE [
2 POOL ALARM � C ! 2"POOL RETURN LIN
DEVICE AFTER FIRST TEV_
.....
31-1 0'' (1) BUBBLER WITH 3'�11" -
1.5".SUPPLY LINE SUN SHELF STEPS
AND VALVE _ .. :., 1240SQ. IN. .MIN. .I
Ik TOP TREAD
I
/ 4" THICK 3000 PSI CONS.
\\ // DECK W/6"X6"
- W 1.4 X W 1.4 WIRE MESH
OR FIBER MESH CONC.
EXISTING SCREENED PATIO
NOTE:
ALL FINISHES SHOWN ON THESE
DRAWINGS ARE GENERIC. ALL FINISH
MATERIALS (INCLUDING, BUT NOT LIMITED
TO, ADHESIVES, GROUTS, AND
BONDING AGENTS) SHALL BE
MANUFACTURER SPECIFIED AS SUITABLE
FOR USE IN POOLISPA APPLICATIONS. ALL
MATERIAL INSTALLATIONS SHALL COMPLY
WITH FBC, ALL RELEVANT INDUSTRY
STANDARDS, AND ALL MANUFACTURER
INSTRUCTIONS AND SPECIFICATIONS.
EXISTN D RESIDENCE
POOL PLUMBING AND LAYOUT PLAN
SCALE: 1/4" = 1'-0"
POOL EYE ALARM SYSTEM
TO COMPLY WITH CHILD SAFETY
BARRIER REQUIREMENTS
FBC 7TH EDITION (2020) R4501.17.1.15 &
ASTM D5034, ASTM D3787 & ASTM GG53
FLUSH SPA
- (4) TOTAL THERAPY JETS
-(z,rMP- SEC -3VP
SUPER hiCLO
ANTI -VORTEX MAIN DRAINS
- 18" BENCH - 20" BELUTA/ W.L
- (2) CORNER STEPS
- (1) SPA LIGHT
- BUILT IN SPILLWAY
NOTE:
- ALL DECKS ARE MEASURED FROM
WATERLINE OF POOL TO EDGE OF DECK
-VAC. LINE TO HAVE VAC. LOCK
2.5" SPA THERAPY JET
RETURN LINE
:.5" SPA MAIN DRAIN LINE
,1.5" BUBBLER
SUPPLY LINE
2" VAC. LINE
2.5" POOL RETURN LINE
2" SKIMMER
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REINFORCED CONC. SLAB(S)
(FIELD VERIFY SIZE & LOCATION)
EQUIPMENT SHALL BE INSTALLED AT
OR ABOVE DESIGN FLOOD ELEVATION
24'-911
LEGEND
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THERAPY JETS
�c =
LED LIGHTS
=
STUB -OUT FOR
VAC. LINE
=
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SKIMMER
=
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WALL DRAIN
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GOVERNING CODES and GENERAL NOTES:
2020 Florida Building Code (FBC), 7 in Edition and all other codes, rules, regulations, and restrictions having jurisdiction on the project shall govern including 2020 FBC 7th Edition Building, Residential, Fuel Gas and Energy Conservation;
FBC 7th Edition Energy Conservation R403.10, ANSI/APSP-14 and C404, Service Water Heating has been met for this project;
th
Bathing Places Public and Private shall specifically govern; 2020 FBC 7 Edition Residential Chapter 45: Swimming Pools and Building Chapter 4 Section 454 Swimming Pools and e n
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2020 FBC 7th Edition R4501.6: Engineering Design has been met for this project, including codes and references specifically within including R4501.6.1 Conformance Standard: Design, construction, and workmanship shall be in conformity with the
requirements of ANSI/APSP/ICC 3; ANSI/APSP/ICC 4; ANSI/APSP/ICC 5; ANSI/APSP/ICC 6; ANSI/APSP/ICC 7;
FBC 7th Edition Building Chapter 4, Section 454.1.6.5.10.4 If the area is subject to higher ground water, the pool shall be designed to withstand hydraulic uplift or shall be provided with hydrostatic relief devices;
th
.21.4 Hydrostatic R li r to table a device shall be installed FBC 7 Edition R4501 Relief Device. In areas of anticipated water t le n approved hydrostatic relief d ,
2020 FBC 7th Edition R4501.6.3 Water Velocity. Pool piping is designed so the water velocity will not exceed 10 feet per second for pressure piping and 8 feet per second for suction piping. Main section outlet velocity complies with ANSI/APSP/ICC 7.
Exception; jet inlet fittings shall not be deemed subject to this requirement;
Concrete shall conform to the latest edition of ACI 301 and ACI 318, with minimum 28-day compressive strength of 3000 psi. Pool concrete can be applied pneumatically and shall conform to ACI 506.2;
Reinforcing Steel shall conform to the latest edition of ASTM A615, Grade 60 and have a minimum lap distance of 18" for tension and compression development and to meet the requirements of ACI 318;
FBC 7th Edition Building 1903.3 Glass Fiber Reinforced Concrete. GFRC and the materials used in such concrete shall be in accordance with the PCI MNI. 128 Standard, if shown on the drawings;
Pool Piping shall be N.S.F. approved and Schedule 40.
The Engineer is not responsible for an encroachments into easements or setbacks even if approved b the AHJ.
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These drawings are the property of Coral Key Design. Use of these drawings without permission from the Engineer is prohibited and in violation of the 2020 FBC 7th Edition.
Use of these drawings by the Contractor indemnifies and holds harmless the Engineer for all costs and damages including legal fees resulting from material fabrication, system erection and construction practices beyond which is called for Local, State,
and Federal Codes and from deviations of these plans except as expressly provided herein.
Existing condition, dimensions and quantities shall be field verified by Contractor prior to construction. Typical field conditions are assumed in the design. Should anything differ from that specified herein or standard field conditions, additional
engineering may be required, and the Engineer shall be contracted to provide direction. Care shall be taken by Contractor in all applications of these drawings. The equipment and piping physical location may differ in the field due to unforeseen
conditions or other factors. These drawings shall not be scaled, written dimensions shall take precedence. Contractor shall be responsible to locate and install items in a location that meets local codes.
NDPES: A silt fence shall be installed prior to construction surrounding the work area meeting the requirements of the AHJ.
Contractor shall be responsible to secure and protect all material brought on site, shall restore all areas impacted by the construction work to pre-existing condition or better and shall not impact drainage/lake or any other easements without easement
owner consent.
POOL EQUIPEMENT and ANCHORING:
Pool Equipment Elevation shall be a minimum of the Design Flood Elevation (FBC 7th Edition Residential R322.1.4) plus 1 foot or according to the Authority Having Jurisdiction.
FBC 7th Edition Building 1620 HVHZ Wind Loads and 1621 HVHZ Overturning Moment and Uplift. Pool Equipment shall be designed, constructed, and installed to meet the requirements of ASCE 7. Equipment tie down shall be as follows, heaters 4
total (1 per side or 2 per opposite sides); Others to total: 3-1/2" minimum thick, 3000 PSI concrete slab, 3" larger than on each side than the equipment;''/<" diameter Tapcon Concrete Screws (1600# tension, 1290# sheer, 1-1/2" embedment in 2000 PSI
concrete) or equal with stainless steel fender washer into factory provided hold downs or 1" wide, 14 gauge galvanized straps with 2 stainless steel, #10 x W Pan Head Phillips SS Screws each strap into metal frame of equipment.
FBC 7th Edition Building 1907.1 General The thickness of concrete equipment slab supported directly on the ground shall not be less than 3-1/2 inches thick and shall not require a vapor barrier.
FBC 7th Edition Residential M1305.1.4.1 Ground Clearance Equipment supported from the ground shall be level and firmly supported on a concrete slab extending no less than 3" above adjoining ground.
FBC 7th Edition Residential M2006 Pool Heaters shall specifically apply, if a heater is provided.
Equipment Location and Screening: The equipment and piping physical location may differ in the field due to unforeseen conditions or other factors. Contractor shall be responsible to locate and install items in a location that meets local zoning code
and to provide code compliant landscape or fence screening.
SWIMMING BARRIER REQ UREMENTS:
FBC 7 Edition Residential R4501.17.1.1 through R4501.1.17.1.15 Residential Swimming Barrier. Requirements Barrier shall be a minimum of 48 inches above grade, with a maximum of 2" clearance at bottom. No gaps greater than a 4 inches sphere.
Access gates shall be self -closing, with self -latching device located minimum 54 inches above grade on the pool side and swing outwards away from the pool. All doors and windows providing direct access from the house shall be equipped with an exit
alarm complying with UL 2107. A baby fence around the perimeter of the pool meets this requirement. A Swimming Barrier around the pool area that meets the above code is required prior to final pool structural inspection and filling of the pool, by
separate permit.
R4501.17.1.9.3. A swimming pool alarm that, when placed in a pool, sounds an alarm upon detection of an accidental or unauthorized entrance into the water. Such pool alarm must meet and be independently certified to ASTM Standard F2208, titled
"Standard Safety Specification for Residential Pool Alarms," which includes surface motion, pressure, sonar, laser, and infrared alarms. For purposes of this paragraph, the term "swimming pool alarm" does not include any swimming protection alarm
device designed for individual use, such as an alarm attached to a child that sounds when the child exceeds a certain distance or becomes submerged in water.
FLOOD ZONE:
FBC 7t 1 Edition Residential R322 Flood -Resident Construction Structures constructed in whole or part in flood hazard areas shall be designed and constructed in accordance with the provisions of this section, especially R322.1.2 Structural Systems,
322.1.3 Flood- Resident Construction and R322.2.5 Pools in Flood Hazard Areas. If structures constructed in whole or part in floodways shall be designed and constructed in accordance with ASCE 24 and the construction of this pool will not increase
the design flood elevation at any point within the jurisdiction.
PRESUMPTIVE SOIL BEARING - no soil report has been provided for this design. in accordance with fbc-r 2020 (7th edition), section r401.4.1, the
structure's foundation has been designed presuming a minimum of 2,000 psf allowable vertical bearing capacity, the presumptive load bearing
value has been selected based on rational analysis and knowledge of other projects in the vicinity. if at any time during excavation any
deleterious material (such as silt, peat, muck, clay, etc.) is found that cannot rovide 2,000 psf, the engineer of record shall be contacted to provide direction.
2 # 6 HOT PANEL BREAKER (TYP.)
& 1#10 GROUND
IN 3/4" MIN. CONDUIT PANEL
ELEC.HEATER
2 # 12 HOT t24
& 1 # 12 GROUND 2 # 6 HOT
IN 1/2" MIN. CONDUIT BLOWER
2P-20A & 1 #8 NEUTRAL,
& 1#10 GROUND
JANDY FLO PRO .85 HP REC. PUMP IN 3/4" MIN. CONDUIT EXIST.
MOTOR w/ BUILT-IN OVERLOAD SWITCH 2P-20A ELEC
W/ 3 - #12 THHN CU WITHIN Y2' MIN. GFCI PANEL
CONDUIT (CONNECT TO 20 AMP - 2 POLE 1 LED SPA LIGHT 2P-60
GFCI BREAKER) P-15A ' ( GFI NOT REQUIRED)
W. P. DISCONNECT P-15A
I 12 VOLT/300W MAX o
° TRANSFORMERS O
SPST TOGGLE SWITCH OR 48" MIN. p
LIGHT CONTROLLER SWITCH TYP. 3 #10 IN Too-
1/2" MIN. CONDUIT 0
TYP. JUNCTION BOX 8" MIN. O = LLO
F-
TYP. 1" NON CORROSIVE
CONDUIT
A NEW GFCI RECEPTACLE SHALL BE PROVIDED (TYP. 1) LED SPA LIGHT
A MIN. OF 6' AND NOT MORE THAN 20' FROM (GFI REQUIRED)
POOL WATER'S EDGE IF ONE DOES NOT EXIST. 1B" MIN. BELOW WATER
(4") MIN. FOR NICHELESS
LIGHTS (TYP.)
1. ALL ELECTRICAL SHALL COMPLY WITH FBC-B 2020 (7TH EDITION), INCLUDING CHAPTER 27,
AND NEC 2017, INCLUDING CHAPTER 680.
2. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.22(B).
3. IN ACCORDANCE WITH 680.27(C): POOL WATER SHALL BE IN DIRECT CONTACT WITH AN
APPROVED CORROSION -RESISTANT CONDUCTIVE SURFACE THAT EXPOSES NOT LESS THAN
9 INCHES 2(5800 mm 2) OF SURFACE AREA TO THE POOL WATER AT ALL TIME
4. A CONTINOUS SINGLE #8 AWG BARE COPPER WIRE SHALL BE BURIED TO A MIN. 4" TO 6"
BELOW SUBGRADE, 18" TO 24" FROM INSIDE THE WALL OF SWIMMING POOL/SPA AROUND
THE SWIMMING POOL/SPA PERIMETER, AND SHALL BE CONNECTED TO THE POOL STEEL
REINFORCEMENT AT A MIN. 4 DIFFERENT LOCATIONS
5. ALL BOXES,LIGHTS,MOTORS SHALL BE GROUNDED WITH #8 SOLID, BARE COPPER
6. LOAD CALCULATIONS FOR EXISTING SERVICE AND PANEL (IF REQUIRED) - BY OTHERS
7. ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY AT POINT OF CONNECTION.
ELECTRICAL DIAGRAM
N.T.S.
e7 POOLBOND PS-2008 l
WATER BONDING FITTING
7'_ COMPLIES WITH NEC, b80.26 (C)
ULLISTED
- 1" NPT NWTER BONDING FITTING
10.b TOTAL SQUARE INCHES
}� r' NEW 680 REQUIREMENTS FOR BONDING SWIMMING
POOL V4ATER:
3.675
IN ACCORDANCE WITH b50.26(0) POOL WATER
SHALL BE IN DIRECT CONTACT WITH AN APPROVED
l� , �I � CORRO51ON RE515TANT CONDUCTIVE SURFACE
] 111 1.35 THAT EXPOSES NOT LESS THAN q 5UQUARE INCH OF
I�
1 I SURFACE AREA TO THE POOL!^LATER AT ALL 71ME5.
THE CONDUCTIVE SURFACE SHALL BE LOCATED
WHERE IT 15 NOT EXPOSED TO PHYSICAL DAMAGE
OR DISLODGEMENT DURING USUAL POOL ACTIVITIES
-- -- AND IT SHALL BE BONDED IN ACGORDENCE WITH
WATER 50NDIN6 DETAIL I b5026(B)
PUMP FRAME OR FILTER
TANK MOUNT OR HEATER
ANCHOR POOL PUMP AND \
FILTER PER MFGR'S. N.O.A.\
4 THICK REINFORCED CONCRETE SLAB
3" MIN.
POOL PUMP, FILTER AND
HEATER ANCHOR POINTS
MAY VARY
SEE MFGR. SPECIFICATIONS FOR ADDITIONAL ANCHORING
INFORMATION- EQUIPMENT SHAPES MAY VARY
POOL EQUIPMENT ANCHORING DETAIL
71111114t7
4" THICK 3000 PSF CONC. DECK W/ 6" X 6"
- W 1.4 X W 1.4 WIRE MESH OR FIBER MESH CONC.
CONTROL JOINTS REQUIRED: SAW CUT 1" DEEP
WITHIN 4 TO 6 HOURS OF DECK PLACEMENT AT
10'-0" MAX. SPACING.
18" MIN.- 24" MAX. PLACE CONCRETE
(ENTIRE PERIMETER) UNDER POOL WALL LIP
W/ 45'SHOVEL CUT
AIR SPACE
.. :.....;. ....,:.,. W.L.
BELOW
SUB -GRADE /�\ �\ �\ �\
FIBERGLASS SHELL
1 #8 BARE COPPER IRE
( UNDER SLAB) 12" MIN. CLEAN SAND
WITH WATER BOND AROUND ENTIRE SHELL
PER FLORIDA BUILDING CODE ADAPTATION OF FOR EXPANSIVE SOILS
WORST CASE SCENARIO
N.E.C. 2017 SEC. 680.26
CANTILEVER DECK
N.T.S.
A MINIMUM SLOPE FOR DECKING OF 1/8" PER LINEAR
FOOT SHALL BE PROVIDED EXCEPT FOR WOOD
DECKING. PER ANSI/NSPI-2017 SECTION 7.2.2.1
NOTE: BONDING WIRE REQUIRED AT PERIMETER OF POOL
SKIMMER COVER W/
ADJUSTABLE COLLAR
6" MIN. V V. L..
12" MAX.
VACUUM FITTING W/ 3/13" FIBERGLASS SHELL
SELF -CLOSING SAFETY COVER
(HAYWARD MODEL #400 OR EQUAL)
VACUUM LINE DETAIL 3/8" FIBERGLASS SHELL
EXIST. (WHEN APPLICABLE)
METER
FIBERGLASS POOL
CHARLOTTE 12K
BY SAN JUAN POOLS
7' MAX.
1 FSLOPE POOL SE
POOL SYSTEM T.D.H. CALCULATION:
RECIRCULATION PUMP =
REC. PUMP = JANDY 0.85 FLOP RO VS
HIGH SPEED @ 3450 RPM = 85 GPM @ 20 TDH
HEAD LOSS THOUGH MAIN DRAIN
3.00 FT
00 L.F. OF 3" PIPE: 00 GPM @ 0.00 FT/10OFT =
0.00 FT
24 L.F. OF 2.5" RETURN @ 85 GPM @ 4.46 FT/10OFT.= 1.07 FT
55 L.F. (1 SKIMMER)
OF 2" PIPE: 42.5 GPM @ 3.21 FT/100FT =
1.76 FT
44 L.F. AFTER FIRST TEE OF 2" PIPE:
55 GPM @ 4.62 FT/100FT =
2.03 FT
20 L.F. (3 RETURNS) OF 1.5" PIPE: 28.33 GPM
@ 4.53 FT/100FT =
0.90 FT
8.76 FT
JANDY CS 200 CARTRIDGE FILTER: 6.5 FT
CARTRIDGE FILTER = 120 GPM
@ 1 GPM/SQ. FT.= 120 SQ. FT. MIN.
ULTRA TEMP 140 ELECTRIC HEAT PUMP: = YES 9.0 FT
(MFGR. SPEC. FLOW - 100 GPM)
CHLORINE GENERATOR = YES 3.0 FT
27.26 TDH
THE CALCULATED TDH EXCEEDS THE MINIMUM TDH REQUIRED FOR
THE MAXIMUM SYSTEM FLOW, THEREFORE,
ACCORDING TO THE MANUFACURER'S PUBLISHED PERFORMANCE
CURVE, THE SYSTEM, AS DESIGNED, WILL OPERATE AT OR BELOW
THE MAXIMUM PUBLISHED FLOW RATE AND WILL NOT EXCEED THE
VGBA RATING OF THE MAIN DRAIN
CTION
TYPE '0" POOL SCALE: 1/4" = V-0"
BASKET 113" TO 14 1/8"
TO POOL PUMP
25 GPM MIN. FLOW
SKIMMER DETAIL
80
70
so
m
0
a° 40
x
u
E
T 30
A
Y
1° `_`0
1
TY
COMMON BONDING GRID PERMITTED TO BE:
- STRUCTURAL REINFORCING STEEL RODS THAT ARE BONDED TOGETHER
- SOLID COPPER CONDUCTOR NO. 8 OR LARGER
AS PER NEC 680.26 (B) (1) EQUIPOTENTIAL BONDING: POURED CONCRETE. PHEUMATICALLY APPLIED OR SPRAYED
CONCRETE AND CONCRETE BLOCK WITH PAINTED OR PLASTERED COATINGS SHALL ALL BE CONSIDERED CONDU(
MATERIALS DUE TO WATER PERMEABILITY AND POROSITY.
DECK
JUNCTION FORMING DRAINS
BOXES (6) SHELLS ®®®
POOL & DECK J
RIENFORCING /
STEEL
WATER '--
CIRCULATING
EQUIPMENT
u
WATER p
HEATER (6)
FIXED METAL
EQUIPOTENTIAL BONDING DETAIL `=5 FT
1411
PIPE REDUCED TO 1"
AND RUN TO DECK
BOX
4" MIN. BELOW
WATER LEVEL
CORD 2" SCH 40 PVC
a
SLEEVE /
LED LIGHT
SP 10-22 WALL
FITTING - OR EQUAL
INSTALLED INSIDE PIPE 3/8" FIBERGLASS SHELL
LED LIGHT DETAIL
1911 1911 g1_n11
CENTERLINE OF STEP SECTION
N.T.S.
VS FloPro 0.85 HP and 1.65 HP Performance Curves
I
FENCE METAL,
DOOR FRAMES,
ECT < 5 FT
NOTE: REFER GENERAL'
#40 FOR POOL BONDING
1
O lzz�F
8
9 7 6
EQUIPMENT LA
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A. 1.5" TO WASTE OR DISCHARGE
TO GROUND
B. JANDY FLO PRO .85HP R�C PUMP
W/APPR HAIR & LINT ST AINER
C. CS-200 S.F. CARTRIDGE FILTER WITH PRESURE
GAUGE AND AIR RELIEF VALVE
D. ULTRA TEMP 140 ELECTRIC HEAT PUMP
E. VALVES (TYPICAL)
F. SALT GENERATOR
G. 1 HP AIR BLOWER
1. 2" SKIMMER LINE
2. 2" SKIMMER LINE
3. 2" VACUUM LINE
4. 2.5" SUCTION FEED AND 13RANCH PIPE
5. 2.5" SPA MAIN DRAIN LINE.
6. 2.5" POOL RETURN LINE
7. 1.5" BUBBLER SUPPLY LINE
8. 2.5" RETURN TO SPA JET
9. 2" AIR SUPPLY LINE
SPECIFICATIONS
POOL SIZE: 10'-7" X 24' POOL DEPTH: 3'-0" TO
PERIMETER 55 L.F. TOTAL VOLUME: 4,966
TURNOVER RATE: 4 HRS. SURFACE AREA SQ. FT.
POOL EQUIPMENT
POOL PUMP #1 TYPE: JANDY FLO PRO SKIMMMM�R: 2
POOL PUMP #1 SIZE: 0.85 HP VSFHP85 ALL INLETS: 3
POOL FILTER #1 TYPE: CS-200 SQ.FT. LED POC L LIGHT. 1
POOL HEATER #1 TYPE: ELECTRIC HEAT PUMP
POOL HEATER #1 SIZE: JE3000
SUCTION LINE W/VAC LOCK: YES
SALT GENERATOR. YES
SPA EQUIPMENT
SPA JETS. 5'-6" X 6-0" AIR BLOWER: 1 HP
PERIMETER 22 L.F. TOTAL VOLUME: 538 GALLONS
SURFACE AREA SQ. FT. 32
SPILL'/VAY SIZE: APPROX 48" LED SPA LIGHT: 1 LED
FINISH ITEMS
COPIivG CONC. OVER POUR
DECK TYPE: 4" THICK 3000 PSF CONC. DECK W/ 6" X 6"
- W 1.4 X W 1.4 WIRE MESH OR FIBER MESH
TILE: 6" INTERIOR FINISH: FIBERGLASS
CNir-1rn1 A 1 A1l1Tr r%
PILING POOL: NO
ELECTRIC. BY OTHERS
ONC.
POOL. ENCLOSURE: SCREEN ENCL.
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