HomeMy WebLinkAboutENGINEERING,!_
12" MIN. i 12" MIN.
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a�
m
NOTE: ALL STAIRS OTHER
THAN TOP AND BOTTOM
STEP SHALL BE UNIFORM
IN HEIGHT.
4.
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SEE TYPICAL WALL SECTION
FOR REINFORCEMENT
STAIRS DETAIL
N.T.S.
WP MANUAL STARTER
SWITCH (TYP.) - 3 -#12 WIRES IN 3
_7-'
12" MAX. TO TO PUMP
� TO TO
2 (IF AF
TO ELEC. SERVICE VIA WATER PROOF PANEL TO BLOWER (IF F
G.F.I. NO MORE THAN 20' FROM POOL -�-► TO HEATER (IF A
4EDGE AND NOT WITHIN 10' OF POOL EDGE ,
�- 3 #8 WIRES IN V
12" MAX. JUNCTION BOX - 3 -#12 WIRES IN 3/4" C
48" MIN. SPST TOGGLE SWITCH
WATER LINE
12V TRANS.
12" MAX.
18" MIN. 8" MIN. 1" NON -CORROSIVE CONDUIT
�! 12V LIGHT W/ POOL WALL AND DECK
LOW WATER (SEE TYPICAL SECTION)
CUTOFF DEVICE
ELECTRICAL DIAGRAM
N.T.S.
etermine Minimum System Flow Rate: (35 gpm per Skimmer)
Pool Volume Calculation: 481 ft' (Surf Area) x 4.5 ft (Avg. Depth) x _- 7.48 gallf 16,190 gal
Determine Flow Rate: 16,190 gal / 360 min = 44.97 gpm + 0 gpm 44.97 gpm
(Volume) (Turnover Time) (Pool Flow) (Feature Flo ) (System Flow)
Determine Pipe Sizes:
Trunk Piping to be .2,5" . to keep velocity at 8fps max. at ,1.1,7,9Pm Maximum System Flo Rate
Return Piping to be 2.0" to keep velocity at 8fps max, at 82 gpm Maximum System Flow Rate
System Flow Rate Must Not Exceed Flow Rate for Main Drain Cover (See Detail at Right)
ump Model: FHPM1.5.2 H.P.: 1.5HP
Total H.P. = H.P. x service factor. 1 H.P. or more must be 2 speed or variable speed.
filter Make: CS 100 Size: 100
Filter min. area based on 6 hr turnover flow rate (pool flow rate calculated above)
Divide gpm by the following factors: Cartridge - 0.375, Sand -15 or D.E. - 2
ime Controller Make: Intermabc _Model: PE 35300
RETURN PIPING -
TRUNK PIPING
NOTE: SEE ATTACHED HYDRAULIC CALCULATIONS FOR ADDITIONAL DETAILS
REGARDING PUMP FLOW RATES AND TOTAL DYNAMIC HEAD CALCULATIONS.
SELECTED EQUIPMENT CALCULATIONS
N.T.S.
Pipe Size
6 fps
8fps
(in.)
GPM
Loss (ft/ft)
GPM
Loss (ft/ft)
1.0
16
0.14
21
0.23
1.5
37
0.08
50
0.14
2.0
62
0.06
82
0.10
2.5
88
0.05
117
0.09
3.0
136
0.04
181
0.07
4.0
234
0.03
313
0.05
6.0
1 534
1 0.02
1 712
10.03
56 ft.
6'- 9'
3' - 6'
0'-3' 1
I /1
ANGLE OF REPOSE = 1.5:1 J
ST. LUCTE COUNTY RLTLTIT' ON
RFVIFR'ED FOR COMPL 'C
- REV1El\'E)�1Y'
DATE /
PLAINS AND PEFRMIT MUST IIIIE KEPT ON 3013
OItNOL1 'SPELT ION WILL BE MAKE.
3'
STAINLESS STEEL
HANDRAIL (SAME
BONDING FOR LADDER)
POOL DECK
CONNECT #8 BARE AWG
COPPER WITH APPROVED
•• BONDCLAMP
6" MAX
I
r I - MIN. #8 BARE AWG
8" THICK WALL W/#3 THESE PLANS AND ALL PROPOSED WORK COPPER AROUND
PERIMETER OF POOL
BARS 6" O.C.E.W. - MIN. FOUR 4
� ARE SUBJECT TO ANY CORRECTIONS 18 24 CONNECTIONS (ONE
6" THICK WALL W/ #3 REBAR @ 12" O.C.E.W. REQUIRED BY FIELD INSPECTORS THAT CONNECT PERIMETER EACH SIDE) W/#B BARE
MAY BE NECESSARY IN ORDER TO GROUND WIRE TO a AWG COPPER W/
GROUND SYSTEM - APPROVED CLAMPS
5" THICK WALL W/ #3 REBAR @ 12" O.C.E. W. COMPLY WITH ALL APPUCA13 OQGifil
NOTE: SEE TYPICAL WALL SECTION WHEN WALL FALLS
OUTSIDE OF THE ANGLE OF REPOSE
ANGLE OF REPOSE WNCEALEDFASTENERS ORATTACHMENTS
ARE THE RESPONSIBILITY OF THE
N.T S. CONTRACTOR OF RECORD
911191%
26-6" T-6"
WATER LINE_.
3' 0"
1 6'-0„
11 J1
=AININ � 11°SLOPE
11°SLOPE MAX. (T.p)
MAX. (TYP.) 3 MAX.
LOCATION
LONGITUDINAL POOL SECTION
N.T S
PUMP WITH HAIR AND LINT
STRAINER (SEE ATTACHED
CALCULATIONS)
CONNECT #8 BARE AWG
COPPER WITH APPROVED
BOND CLAMP
LIGHT NICHE
NOTE: BONDING PER 250.8 AND 680.26(B) OF
NFPA 70, NATIONAL ELECTRICAL CODE.
EQUIPOTENTIAL BONDING GRID DETAIL
WASTE (RETAIN
ON SITE)
F
ER SYSTEMPRESSURE
E AND AIR
ASE VALVE
LEGEND
DQ CHECKVALVE
N 2-WAY VALVE
y FLOW DIRECTION
NTS.
GENERALNOTES
1. ALL FLOORS AND WALLS OF POOL TO BE CONSTRUCTED USING PNEUMATICALLY APPLIED CONCRETE WITH 28
DAY STRENGTH OF 2500 PSI.
2. REINFORCING STEEL SHALL CONFORM TO A.S.T.M. 615 GRADE 60
3, PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL.
4. POOLS TO BE CONSTRUCTED ONLY ON CLEAN SAND OR ROCK. SOILS IN FINAL BACKFILL SHALL BE
COMPACTED TO PROVIDE A MINIMUM BEARING CAPACITY OF 1000 PSF. ALL UNSUITABLE MATERIALS SHALL BE
REMOVED AND REPLACED WITH CLEAN SAND PLACED AND COMPACTED IN 12" LIFTS.
5. ALL BACKFILL SHALL BE PLACED WITH CARE IN ORDER TO ENSURE THAT PLUMBING IS NOT DISTURBED. ALL
FILL SHALL BE CLEAN SAND PLACED IN 12" LIFTS AND COMPACTED TO 98% OF MAXIMUM DENSITY.
6. THE CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS IN ORDER TO PROTECT EXISTING
STRUCTURES AFFECTED BY THE CONSTRUCTION. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR
THE SAFETY OF EXISTING STRUCTURES,
7. ENGINEERING PLOT PLANS WERE NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND
RESIDENCE, POOL CONTRACTOR AND/OR OWNER SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND
ESTABLISH LOT LINES WHEN NECESSARY. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT
SHOWN AND ALL DIMENSIONS PRIOR TO CONSTRUCTION. AS SUCH, THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACKS.
8. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES ON SITE AND SHALL MAINTAIN MINIMUM SEPARATIONS
AS REQUIRED BY LOCAL REGULATIONS. GENERALLY, ELECTRICAL LINES SHALL BE A MINIMUM OF 10 FEET
FROM OPEN WATER.
9. ALL UNSCREENED POOLS SHALL HAVE A FENCE A MINIMUM OF 4 FEET IN HEIGHT WITH SELF-LOCKING GATES.
10. WHERE POOLS ABUT OR ARE PLACED NEAR SEAWALLS OR BULKHEADS SPECIAL CARE SHOULD BE TAKEN.
NOTIFY ENGINEER OF THIS CONDITION FOR ANALYSIS AND RE -DESIGN IF NECESSARY.
11. PATIO DESIGN MAY BE NOTED TO BE COMPLETED BY OTHERS. WHEN NOTED, ANY DETAILS REFERRING TO
PATIO DESIGN ARE NOT APPLICABLE, THE TYPICAL WALL SECTIONS OF POOL ARE NOTAPPLICABLE TO
PAVEMENT DESIGN.
12. VACUUM LINE SHALL INCLUDE A SPRING LOADED SELF CLOSING COVER.
13, THE SWIMMING POOL HAS BEEN DESIGNED TO MEET 2017 FLORIDA BUILDING CODE, AS WELL AS ANSI/APSP-7,
AND SHALL BE ANSI 15 COMPLIANT.
14. BASE MATERIAL THICKNESS MUST BE 125% OF CONCRETE FASTENER EMBEDMENT.
15. HOMEOWNER MUST BE AWARE OF THE POSSIBILITY OF EROSION AND SHALL BE RESPONSIBLE FOR
MAINTENANCE IN ORDER TO PREVENT FAILURE.
16. WATER VELOCITY MAXIMUM 8 FT/SEC AS PER FBC 2017-R4501.6.3
17. POOL BARRIER TO COMPLY WITH FBC 2017-R4501.17
18. SKIMMERS TO COMPLY WITH FBC 2017A501.21.2
19. EQUIPMENT FOUNDATION CONCRETE SLAB, MIN. 3.5" THICK, POUR IN PLACE.
20. WATER HEATING EQUIPMENT TO COMPLY WITH FBC 2017-R4501
21. ALL DECK AND SLAB CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS UNLESS
OTHERWISE NOTED.
2011 POOL PUMP ENERGY EFFICIENCY REQUIREMENTS
MAIN RETURN LINE
I
I S NO
REQUIREMENTS APPLY TO EXISTING POOL
DOESN'TAPPLY TO
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REPLACEMENTS/ADDITIONS AND NEW
COMMERCIAL POOLS
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CONSTRUCTION
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IS THE PUMP MOTOR USED TO FILTER WATER'
yE5 NO
CANNOT BE SPLIT -PHASE, SHADED
DOESNT APPLY TO
POOL
POLE OR CAPACITOR
CIRCULATION
WITHOUT
START -INDUCTION TYPES
FILTRATION
¢
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w
2
a
¢ $
5 w
IS THE TOTAL HORESPOWER ONE OR LARGER'
TOTAL HP = PUMP HP x SERVICE FACTOR
U
NO
N
�
ALSO FOLLOW THESE REQUIREMENTS:
SINGLE SPPED PUMP
- PUMP AND PUMP MOTORS MUST BE TWO OR MORE SPEEDS.
PERMITTED. ADDITIONAL
- CONTROLS NED TO BE CAPABLE OF OPERATING AT A
REQUIREMENTS MAY APPLY
MINIMUM OF TWO SPEEDS.
CONTINUE ON.
NOTE: PIPE SIZING TO BE DETERMINED BY HYDRAULIC CALCULATIONS - DEFAULT CIRCULATION MUST BE THE RESIDENTIAL
L(L• FILTRATION SPEED. THE HIGHER SPEED OVERRIDE IS NOT
PLUMBING DIAGRAM TO EXCEED ONE NORMAL CYCLE OR 24.HOURS, WHICHEVER
IS LESS.
- SOLAR POOL HEATING SYSTEMS ARE PERMITTED TO RUN AT
N.T.S. HIGHER SPEEDS DURING PERIODS OF USABLE HEAT GAIN.
4" THICK CONCRETE SLAB
- 1 :3 MAX SLOPE 6x6 - W1.4/W1.4 WWM OR IS THIS NEW CONSTRUCTION?
WO footers
o «t2" « Safety tend to code
_- - ,, 1P€6 a0h_ _ *_
BRUSHED CONCRETE _-
HH HH
I
1
i i7'6°ac s
1 441si. ft
9 Or ft. S
1
! 2 fL
3Q � f
I
( j
> w' C
a t � P
8 1<.
Led It
T
' 3' DEEP
( 4 5Ir f
)
� a
N (
R:
tied It
V
4�cx1a �4k 1�,ws.� 50> wYc aewnNr
KY
Deck drain
EXISTWO ✓VERIFY ACCESS IN FIELD
PORCH LEAVE
AS IS ✓ FILL
✓TRUE CL RSALT CHLORINATOR
Y'ELECTRI BY PAYUCK ELECTRIC ....337-4197
POOLLAYOUT
NOTE: LAYr" IT PROVIDED BY CONTRACTOR
FIBERMESH
T FLAT
DECK WIDTH VARIES
A�5 NO
2- #3 BARS AT TOP
TIED TO VERT. STEEL
ADDITIONAL REQUIREMENTS PER APSP-15:.
NO ADDITIONAL
- SIZE THE PUMP BASED ON:
REQUIREMENTS. ARE IN
6" WATERLINE TILE
- POOL GALLONS / 360 MIN. AND SELECTING PUMP FROM
PLACE
4„
•
�,
LI/
DATABASE WITH CURVE A OR C LISTED FLOWRATE EQUAL TO
OR LESS THAN CIRCULATED FILTRATION FLOWRATE.
- -
-A TIME SWITCH MUST BE INSTALLED TO ALLOW POOL OWNERS TO
C)
RUN THE POOL FILTRATION PUMP ONLY DURING THE OFF-PEAK
_ - 6
S w Z
PERIOD AND FOR THE MINIMUM TIME NECESSARY TO MAINTAIN
--- ----- --
U_wr_,:
~
THE WATER IN THE CONDITION REQUIRED BY APPLICABLE PUBLIC
_ NOTES. 1.) WALLS UNDER 5' IN HEIGHT MAYBE 4" THICK Wf #3
W C W
HEALTH STANDARDS.
- FILTERS MUST HAVE A MINIMUM AREA BASED ON THE 6 HOUR
BARS @12" O.C.E.W. CENTERED IN CONCRETE
? 2
TURNOVER FLOW RATE.
2.) PAVERS MAY BE SUBSTITUTED FOR CONCRETE DECK.
^•
K rn 60
-- POOL GAL. 1360 MIN. = FLOW RATE (IN GPM)
HOWEVER, ANY FOOTER MUST BE DESIGNED BY
"
g m
-- DIVIDE GPM BY A NUMBER SHOWN TO FIND THE FILTER'S MIN.
OTHERS
N
SQUARE FOOTAGE. (CARTRIDGE = .375, SAND = 15, DE = 2)
3.) THIS DECK DESIGN IS NOT INTENDED TO BE
A
PLASTER FINISH,
- MIN. DIAMETER OF BACKWASH VALVES MUST BE TWO INCHES OR
- WATERLINE SUFFICIENT FOR SCREEN ENCLOSURE. ANY LOAD
GEM COAT OR
THE DIAMETER OF THE RETURN PIPE WHICHEVER IS GREATER.
EQUIVALENT
- SWEEP ELBOWS ARE RECOMMENDED,
REQUIREMENTS FOR ADDITIONAL STRUCTURES
- (REMEMBER: RESIZE PIPING SO VELOCITY ATMAX FLOW DOES NOT
SHALL BE DESIGNED BY OTHERS
R
EXCEED 8 FPS IN THE SUCTION LINE AND 6 FPS IN THE SUCTION
4.) WALL BE EXTENDED 12" ABOVE MAIN PORTION OF
^' `'
LINE, AND ALSO MEETS VGB/ANSI-7 ENTRAPMENT AVOIDANCE
DECK TO TOP LEVEL OF STAIRS WITH NO CHANGE TO
REQUIREMENTS.)
THICKNESS OR REINFORCEMENT.
- ..
}
w
STEEL TEX, OR
•. •
PLUG PORTS NOT BEING USED PT!ONAL, SINGLE
CONNECTION OR YDROSTATIC VALVE
EQUIVALENT
uurNIR
ME I n n z Ns
g^
POOL FKdtaH
r
SWIMOUT DEPTH DETAIL
N.T.S.
LOCATION MAP
N.T.S. (PROVIDED BY CONTRACTOR)
00000_!0UTI *iIiAU
#3 BARS @ 12" O.C. E.W.
CENTERED IN CONCRETE
TYPICAL WALL AND DECK SECTION
(MAX. 6' HEIGHT)
NITS
CONCRETE DECK
PER DETAIL
12" 18"
r: 1
6„
CONCRET€DECK
T PER DETAL
6„
TYPICAL REINFORCEMENT - t'
(2) #5 BARS EACH STEP
DECK STAIRS DETAIL
HYDROSTATIC
LINE (1-1/2")
WELL POINT
THREADED
PVC PIPE
N.T.S.
F/� GRATE TO BE ATTACHED
/ WITH SCREWS
< ^. 3/4" ROCK BED (MIN
3YDS. ROCK TO
STABILIZE SOIL)
REMOVE GRATE AND WELL POINT LINE FROM
_ MAIN DRAIN, AND ATTACH AUX. PUMP LINE
WHEN EMPTYING
WELLPOINT
N.T.S.
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EARTH HOTCRETE I GUN17E
GR/ AM TO RUM NOTE: 2.5" PIPE CONNECTION
CUSTOM MOLDED PRODUCTS ON THIS INSTALLATION
32" CHANNEL DRAIN SINGLE PIPE CONNECTION ON
VGB-2009 COMPLIANT ANY OFT PORTS.
MODEL CMP 2550632X 4iI2 &V S"OR GREATER PIPE
NOTE: THE MAXIMUM FLOW RATING FOR THIS SUCTION FITTING AS CONFIGURED WITH OUTER
PORTS PLUGGED AND CENTER PORT OPEN IS 200 GPM (FLOOR) WHEN USING 2.5"
PLUMBING AND 184 GPM WHEN USING 2" PLUMBING.
SNED CHANNEL DRAIN INSTALLATION DETAIL By
N.T.S.
StLudect?r1* SAFETY NOTES
1. NO DIVING BOARD OR DIVING IS ALLOWED IN ANY POOL WITH A
DEPTH LESS THAN 8'-8" AND SPECIFICALLY DESIGNED FOR DIVING.
THIS POOL DOES NOT CONFORM TO THESE REQUIREMENTS AND
NO DIVING SHALL BE PERMITTED
2. THIS POOL TO BE EQUIPPED WITH CHILD SAFETY FENCE
AROUND THE PERIMETER OF THE POOL OR __ ALARMS AT
kl�CETVFD THE ENTRANCES TO THE POOL (ONE TO BE CHECKED).
APR 2 5 A18 LOUDEN BONDED POOLS
ST, Lucie County, Permitting GAMEZ RESIDENTIAL POOL
4738 SELVITZ RD
FT. PIERCE, FL 34981
REV 1: ADDED DECK STAIRS DETAIL, 4116/18 POOL LAYOUT AND DETAILS
ENGINEERING
C E U 0 0�LP
4'0
DESIGN, LLC.
9. 70,1 a
4731 N. Hwy AlA, Ste. 228 Phone: (772) 226-0224
Vero Beach, FL 32963 E-Mail: en deli Ilc ail.corn
CLIN RAHJES, P.EE .�1 m DATE g
FL. LIC� XO.� (� e, v DATE: 3/13/18
L.B.'C °'�o ° SHEET 1 OF 1
PROJ. NO.: 18-39