HomeMy WebLinkAboutBuilding PlansPOOL RETURN PIPING
POOL TRUNK PIPING
Pipe
zeMGPMLoss
(in
)
2.0�2.63.0:.
FLOW GPM
POOL PUMP CURVE
NOTE: SEE ATTACHED HYDRAULIC CALCULATIONS FOR ADDITIONAL
DETAILS REGARDING PUMP FLOW RATES AND TOTAL DYNAMIC
W P:Af1 ('Al CI II ATInKIQ
GENERAL NOTES
1. ALL FLOORS AND WALLS OF POOL TO BE CONSTRUCTED USING PNEUMATICALLY APPLIED
CONCRETE
C WITH 28 DAY STRENGTH OF 2500 PSI.
2. REINFORCING STEEL SHALL CONFORM TO A.S.T.M. 615 GRADE 60
STAINLESS STEEL 3. PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL.
HANDRAIL (SAME 4. POOLS TO BE CONSTRUCTED ONLY ON CLEAN SAND OR ROCK. SOILS IN FINAL BACKFILL SHALL BE
BONDING FOR LADDER) 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.
POOL DECK 5. ALL BACKFILL SHALL BE PLACED WITH CARE IN ORDER TO ENSURE THAT PLUMBING IS NOT
3' - 6' 12" MIN. 12" MIN. DISTURBED. ALL FILL SHALL BE CLEAN SAND PLACED IN 12" LIFTS AND COMPACTED TO 98% OF
18" -
0' 3.
CONNECT #8 BARE AWG MAXIMUM DENSITY.
6. THE CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS IN ORDER TO PROTECT EXISTING
.° COPPER WITH APPROVED STRUCTURES AFFECTED BY THE CONSTRUCTION. THE DESIGN ENGINEER ACCEPTS NO
b BOND CLAMP RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES.
6" MAX. • • . ]... ENGINEERING PLOT PLANS WERE NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT
12" MAX. - : MIN. #8 BARE AWG -y ...h AND RESIDENCE. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY ALL DIMENSIONS IN THE
�i• • "' ,. COPPER AROUND
° FIELD AND ESTABLISH LOT LINES WHEN NECESSARY. POOL CONTRACTOR AND/OR OWNER SHALL
3' PERIMETER OF POOL Y : VERIFY LAYOUT SHOWN AND ALL DIMENSIONS PRIOR TO CONSTRUCTION. AS SUCH, THE
ANGLE OF. REP DSE = 1 5 1 '" , '. 18 -24 MIN. FOUR (4) ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR
x. •. CONNECTIONS (ONE REQUIRED SETBACKS.
"- 8" THICK WALL W/ #3 CONNECT PERIMETER sir EACH SIDE) W/ #8 BARE - 8. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES ON SITE AND SHALL MAINTAIN MINIMUM
- • AWG COPPER W/ SEPARATIONS AS REQUIRED BY LOCAL REGULATIONS. GENERALLY, ELECTRICAL LINES SHALL BE
12" MAX. BARS @ 6" O.C.E.W, a GROUND WIRE TO ��
GROUND SYSTEM = APPROVED CLAMPS 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.
6" THICK WALL W/ #3 REBAR @ 12' O.C.E.W. CONNECT #8 BARE AWG
fr � _ � . 10. WHERE POOLS ABUT OR ARE PLACED NEAR SEAWALLS OR BULKHEADS SPECIAL CARE SHOULD BE
" e ' COPPER WITH APPROVED TAKEN. NOTIFY ENGINEER OF THIS CONDITION FOR ANALYSIS AND RE -DESIGN IF NECESSARY.
_5" THICK WALLW/ #3 REBAR @ 12" 0 C E.W. BOND CLAMP - • 11. PATIO DESIGN MAY BE NOTED TO BE COMPLETED BY OTHERS. WHEN NOTED, ANY DETAILS
12" MAX, a REFERRING TO PATIO DESIGN ARE NOT APPLICABLE. THE TYPICAL WALL SECTIONS OF POOL ARE
• #� NOT APPLICABLE TO PAVEMENT DESIGN.
NOTE: SEE TYPICAL WALL SECTION WHEN WALL FALLS LIGHT NICHE 12. VACUUM LINE SHALL INCLUDE A SPRING LOADED SELF CLOSING COVER.
F, " = OUTSIDE OF THE ANGLE OF REPOSE 13. THE SWIMMING POOL HAS BEEN DESIGNED TO BE COMPLIANT WITH THE 2020 FLORIDA BUILDING
.p - • CODE 7TH EDITION, AS WELL AS THE 2017 NATIONAL ELECTRIC CODE, ANSI/APSP-7, AND SHALL. BE
NOTE: BONDING PER 250.8 AND 680.26(B) OF ANSI 15 COMPLIANT.
SEE TYPICAL WALL SECTION' " . • 1, ` ':., NFPA 70, NATIONAL ELECTRICAL CODE 14. BASE MATERIAL THICKNESS MUST BE 125% OF CONCRETE FASTENER EMBEDMENT.
FOR REINFORCEMENT c... 15. HOMEOWNER MUST BE AWARE OF THE POSSIBILITY OF EROSION AND SHALL BE RESPONSIBLE
- FOR MAINTENANCE IN ORDER TO PREVENT FAILURE.
ANGLE OF REPOSE 16. WATER VELOCITY MAXIMUM 8 FT/SEC AS PER FBC 2020-R4501.6.3
STAIRS DETAIL _ EQUIPOTENTIAL BONDING GRID DETAIL 17. POOL BARRIER TO COMPLY WITH FBC 2020-R4501.17
18. SKIMMERS TO COMPLY WITH FBC 2020-4501.21.2
N.T.S NT.S.
N.T.S. 19. EQUIPMENT FOUNDATION CONCRETE SLAB, MIN. 3.5" THICK, POUR IN PLACE.
.
20. WATER HEATING EQUIPMENT TO COMPLY WITH FBC 2020-R4501.14
21. ALL DECK AND SLAB CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF3000 P.S.I. IN 28
DAYS UNLESS OTHERWISE NOTED. -
22. ELECTRICAL RECEPTACLES AND FIXTURES SHALL BE ARRANGED TO COMPLY WITH FRC E4203, OR
NEC 680.22
23. ALL BONDING INCLUDING EQUIPMENT, WATER AND EQUIPOTENTIAL SHALL COMPLY WITH FRC
WP MANUAL STARTER E4204 OR NEC 680.26, AS APPLICABLE `
SWITCH (TYP.) 3 -#12 WIRES IN 3/4" CONDUIT
TO PUMP
TOPUMP z(IF APPLICABLE) NEC POOL PUMP ENERGY EFFICIENCY REQUIREMENTS
TO ELEC. SERVICE VIA WATER PROOF PANEL TO BLOWER (IF APPLICABLE) -
G.F.I. NO MORE THAN 20' FROM POOL go TO HEATER (IF APPLICABLE) IS IT A RESIDENTIAL POOL? (NOT A SPA)
EDGE AND NOT WITHIN 10' OF POOL EDGE
3 #8 WIRES IN 1" CONDUIT yE`' NO
JUNCTION BOX GRATE TO BE ATTACHED
POOL DECK WATER LINE 3 - #12 WIRES IN 3/4" CONDUIT HYDROSTATIC WITH SCREWS TO EXISTING POOL DOESN'T APPLY TO
48"MIN. LINE (1-1/2") R REPLA EMENTSIA U ITIONS AND NEW COMMERCIAL POOLS
111, SPST TOGGLE SWITCH CONSTRUCTION
18" WATERLINE
r. 12V TRANS.
Ir.: IS THE PUMP MOTOR USED TO FILTER WATER?
18" 8" MIN. 1" NON -CORROSIVE CONDUIT (g5 /V
18"MIN.
T
3/4" ROCK BED (MIN 3YDS. CANNOT BE SPLIT -PHASE, SHADED DOESN'T APPLY TO
ROCK TO STABILIZE SOIL) POLE OR CAPACITOR - CIRCULATION WITHOUT
12V LIGHT W/ POOL WALL AND DECK START -INDUCTION TYPES FILTRATION
LOW WATER _J (SEE TYPICAL SECTION) WELL POINT
BEAM CUTOFF DEVICE THREADED REMOVE GRATE AND WELL POINT LINE FROM
PVC PIPE MAIN DRAIN, AND ATTACH AUX. PUMP LINE IS THE TOTAL HORBSPOWER ONE OR LARGER?
WHEN EMPTYING.. ,TOTAL HP = PUMP HP x SERVICE FACTOR
ELECTRICAL DIAGRAM WELLPOINT y
SWIMOUT DEPTH DETAIL �� NQ
N.T.S. N.T.S. N.T.S. 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.
- DEFAULT CIRCULATION MUST BE THE RESIDENTIAL
FILTRATION SPEED, THE HIGHER SPEED OVERRIDE IS NOT
TO EXCEED ONE NORMAL CYCLE OR 24 HOURS, WHICHEVER
IS LESS.
- SOLAR POOL HEATING SYSTEMS ARE PERMITTED TO RUN AT
HIGHER SPEEDS DURING PERIODS OF USABLE HEAT GAIN.
4" THICK CONCRETE SLAB 6x6 -
W1.4/W1.4 WWM OR FIBERMESH
W/ EXISTING SOILS COMPACTED
1:3 MAX. SLOPE DECK WIDTH VARIES IS THIS NEW CONSTRUCTION.
WASTE (RETAIN TO 95% MAX. COMPACTION
ON SITE) �y NO
PUMP WITH HAIR AND LINT
6' WATERLINE TILE
STRAINER (SEE ATTACHED ;, `" �' �' ., '� ADDITIONAL REQUIREMENTS PER APSP-15:. NO ADDITIONAL
CALCULATIONS) FILTER SYSTEM MAIN RETURN LINE 8' " 4 = -SIZE THE PUMP BASED ON: REQUIREMENTS ARE IN
W/ PRESSURE "`" •
GAGE AND AIR z ." 2- #3 BARS AT TOP ^"��^ " ��^^-^""`� -- POOL GALLONS / 360 MIN. AND SELECTING PUMP FROM PLACE
RELEASE VALVE _ x - TIED TO VERT. STEEL Z DATABASE NTH CURVE A OR C LISTED FLOWRATE EQUAL TO.
w ¢ w ¢ w N 8„ C w z OR LESS THAN CIRCULATED FILTRATION FLOWRATE
� N w U LU - A TIME SWITCH MUST BE INSTALLED TO ALLOW POOL OWNERS TO
iv o N 0 N o o WIDTH VARIES FROM 4" - 6" 1= 0 a RUN THE POOL FILTRATION PUMP ONLY DURING THE OFF-PEAK
q a a 7 O Q' W LU PERIOD AND FOR THE MINIMUM TIME NECESSARY TO MAINTAIN THE
HEATER LL #5 BAR W/ OVERLAP AT > = o WATER IN THE CONDITION REQUIRED BY APPLICABLE PUBLIC
END OF REBAR " : z co i:q HEALTH STANDARDS.
g ih In - FILTERS MUST HAVE A MINIMUM AREA BASED ON THE 6 HOUR
LEGEND TURNOVER FLOW RATE.
NOTES: 1.) IF NO SCREEN ENCLOSURE IS PROPOSED NO FOOTER IS -� PLASTER FINISH,
-- pQ CHECK VALVE POOL REQUIRED, HOWEVER, SLOPE SHALL BE STARTED 2 FEET GEM COAT OR POOL GAL. / 360 MIN. = FLOW RATE (IN GPM)
-- DIVIDE GPM BY A NUMBER SHOWN TO FIND THE FILTER'S MIN.
N 2-WAY VALVE FROM EDGE OF PAVEMENT S °, EQUIVALENT SQUARE FOOTAGE. (CARTRIDGE=..375, SAND = 15, DE = 2)
► FLOW DIRECTION N > w 2.) STORES SHOWN IS SUFFICIENT FOR STANDARD SINGLE • R - MIN. DIAMETER OF BACKWASH VALVES MUST BE TWO INCHES OR
W ? a Z STORY SCREEN ENCLOSURE. ALTERNATE DESIGNS, _ 4THE DIAMETER OF THE RETURN PIPE WHICHEVER IS GREATER.
o < J z INCLUDING BUT NOT LIMITED TO NO FOOTER REQUIRED, - SWEEP ELBOWS ARE RECOMMENDED.
Y o PROVIDED BY ENGINEER FOR SCREEN ENCLOSURE - (REMEMBER: RESIZE PIPING SO VELOCITY AT MAX FLOW DOES NOT
a °o `� N SHALL TAKE PRECEDENCE OVER THIS DESIGN. •s EXCEED 8 FPS IN THE SUCTION LINE AND 6 FPS IN THE SUCTION
IF
m ry 3.) PAVERS MAY BE SUBSTITUTED FOR CONCRETE DECK. " LINE, AND ALSO MEETS VGB/ANSI-7 ENTRAPMENT. AVOIDANCE
HOWEVER, FOOTER MUST STILL BE CONCRETE IN •` )
REQUIREMENTS.
DIMENSIONS AND REINFORCEMENTS DEPICTED STEEL TEX. OR
4.) WALLS OVER 6' IN HEIGHT SHALL BE REINFORCED PER $"
WALL OPTIONS TABLE BELOW EQUIVALENT
NOTE: PIPE SIZING TO BE DETERMINED BY HYDRAULIC CALCULATIONS #3 BARS @ 12" O.C. E.W.
CENTERED IN CONCRETE
PLUMBING DIAGRAM
N.T.S. TYPICAL WALL AND DECK SECTION
(MAX. 6' HEIGHT)
N.T.S.
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.
T THIS POOL NOT CONFORM0 THESE REQUIREMENTS AND
0.
NO DIVING SHALL BE PERMITTED Ng:70�70
2. THIS POOL TO BE EQUIPPED WITH CHILD SAFETY FENCE ALTERNATE WALL OPTIONS * • [C
AROUND THE PERIMETER OF THE POOL OR ALARMS AT �', JiATE OFui
THE ENTRANCES TO THE POOL (ONE TO BE CHECKED). (WALL HEIGHT GREATER THAN 6) �•• Q-.
F. ,
� , 2/3/21
CLINTON/ RAHJES, DATE
FL. LICE SE No. 70170
L.B./C.O.A. No. 29080
VERT. REINFORCEMENT
MAXIMUM WALL HEIGHTS
#3 BARS @ 12" O.C.
N/A
N/A
N/A
6' - 6"
#3 BARS @ 9" O.C.
N/A
N/A
6' - 6"
7' - 0"
#3 BARS @6"O.C.
6'-6"
T-0"
T-6"
8'-0"
#3 BARS @ 3" O.C.
7' - 6"
8' - 0"
8'-6"
9' - 0"
REQ. WALL THICKNESS
4" THICK
5" THICK
6" THICK
8". THICK
HORIZ. REINFORCEMENT
#3 BARS @ 12'I O.C.
#3 BARS @ 12' O.C.
#3 BARS @ 9" O.C.
#3 BARS @ 6" O.C.
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
LOUDEN BONDED POOLS
SCHELER/BROWNING RESIDENTIAL POOL
4701 MYRTLE DRIVE
FORT PIERCE, FL34982
POOL LAYOUT AND DETAILS
QDENGINEERING
DESIGN, LLC.
4727 N. Hwy AlA Phone: (772) 226-0224
Vero Beach, FL 32963 E-Mail: rpengdesignllc@gmail.com
DATE: 2/2/21 SHE
ET 2 O L
F ^
PROJ. NO.: 21-33 J t `�