HomeMy WebLinkAboutPROPOSED POOL PLAN & DETAILSoc
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4'-6" 1 5,_0„
SLOPE DOES NOT
SLOPE DOES NOT EXCEED V/7'
EXCEED 173' �-
3'
mw
3/4" ROCK UNDER STYP.NTPOOL DEPTH
DRAIN'
NOTE: MAY NOT BE AN EXACT
REPRESENTATION OF PROPOSED POOL
(REFERENCE ONLY)
1'
6" (MIN.) GUNITE SHELL W/ #3 a_ 5"0"
REBAR ON 12" CENTERS EACH 1•
WAY (REINFORCE STAIRS WITH
SAME #3 REBAR TO FIT 'r -�V-6"
CONTOUR)
T
9'-74"
STAIR CROSS SECTION
SCALE: N.T.S.
WHISPERFLO 2-SPEED PERFORMANCE CURVE
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POOL EQUIPMENT/APSP 7 & 15 NOTES:
TOTAL SQ/FT:
POOL - 288 SQ. FT.
AVERAGE DEPTH: 4.00 FT.
GALLONS: 8,617 GAL.
FILTER PUMP: 1 HP - 2-SPEED PENTAIR "WHISPERFLO"
FLOW: 36 GPM
TURNOVER: 3.99 HOURS/239.4 MIN. OR 36 GPM MAX.
FILTER SELECTION:
MAX. FILTRATION RATE: 36 GPM
FILTER TYPE: CARTRIDGE (PENTAIR CC SERIES)
MIN. FILTER AREA: 96 SQ. FT.
CARTRIDGE SIZE: 100 SQ. FT. > 96 SQ. FT. REQ.
RETURNS: 3 RETURNS/1 VAC LINE
SKIMMERS: 1 (HAYWARD SP1084 OR SP1085)
LIGHTS: 1
CONTROLLER: PENTAIR
FLOW & FRICTION LOSS PER FOOT
SCHEDULE 40 PVC PIPE
VELOCITY
f s
Pipe Size
6fs
8 f s
1 10fs
ill16
qpm
0.25
21 qpm
0.66
26 qpm
0.94
1.5
37 q In
0.16
50 aDm
0.28
62 aDm
0.48
2
62 Qpm
0.15
82 m
0.25
103 DM
0.40
2.5
88 qpm
0.09
17
0.15
46
0.23
3
138 qpm
0.09
181 qpm
0.14
227 m
0.23
4
234 q p m
-6. '06
313 q p In
6. '10
39 -2q p m
-6. '15
6
534 m
0.04
712 qnrn
0.04
890 qpm
0.10
GENERAL NOTES:
1. ALL FLOORS AND WALLS OF POOL TO BE PNEUMATICALLY APPLIED CONCRETE WITH A 28 DAY MIN. STRENGTH OF 4,000 PSI.
2. ALL REINF. STEEL TO CONFORM TO ASTM GRADE 40.
3. ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL.
4. NO POOL CONSTRUCTION SHALL BEAR ON ANY TYPE OF SOILS EXCEPT CLEAN SANDS OR ROCK WHICH SHALL BE COMPACTED TO
PROVIDE A SAFE BEARING CAPACITY OF 1000 PSF. ANY ORGANICS, MARLS, OR OTHER TYPES OF DETERIOUS MATERIALS ENCOUNTERED
UPON EXCAVATION SHALL BE REMOVED (DE -MUCKED) IN THEIR ENTIRETY, AND THE AREA SHALL BE BACK FILLED W/ ACCEPTABLE
SOILS AND COMPACTED IN 12" THICK LIFTS. WHERE THE CONTRACTOR CANNOT REMOVE THE ORGANIC (DUE TO WHATEVER THE
CAUSES), THE POOL SHALL BE REDESIGNED FOR PILINGS.
5. IN ALL CASES, THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PROTECT THE EXISTING STRUCTURES FROM FAILURE BY SHEETING
AND/OR SHORING OR OTHER METHOD AS REQUIRED. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF
EXISTING STRUCTURES.
6. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION EASEMENTS OR REQUIRED SETBACK AREAS. PLOT
PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE ARE SO INDICATED. POOL CONTRACTOR AND/OR
OWNER SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES IF NECESSARY. POOL CONTRACTOR AND/OR OWNER
SHALL VERIFY LAYOUT SHOWN AND ALL DIMENSIONS PRIOR TO CONSTRUCTION.
7. CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE. MINIMUM CLEARANCE DIMENSIONS SHALL BE HELD AND SHALL
BE AS REQUIRED BY THE LOCAL REGULATORY AGENCY. IN GENERAL, HOLD A DISTANCE OF 10 FEET FROM OVERHEAD ELECTRICAL
LINES TO OPEN POOL WATER.
8. POOL SLIDE TO BE INSTALLED IN ACCORDANCE WITH THE LATEST U.S. GOV. SAFETY STANDARDS.
9. MINIMUM 4 FOOT FENCE, WITH SELF LOCKING GATES REQUIRED AROUND ALL UNSCREENED POOLS.
10. WHERE POOLS ABUT OR ARE PLACED NEARBY SEA WALLS OR BULKHEADS, SPECIAL CARE SHALL BE EMPLOYED. THE WALLS SHALL BE
IN GOOD CONDITION NOT PERMITTING ANY SHIFTING, REMOVAL, OR LOOSENING OF THE SUPPORTING SOIL IN AWAY FROM THE POOL. IF
THE WALLS DO NOT FULLY CONTAIN THE SOILS BEHIND THEM, THEY SHALL BE REPLACED OR REPAIRED. CONTINUAL MAINT. OF THE
WALLS IS REQUIRED OF THE PROPERTY OWNER. WHEN EXCAVATING FOR THE POOL, THE SEA WALL TIEBACKS SHALL NOT BE CUT.
NOTIFY THE ENGINEER FOR INSTRUCTIONS WHEN CONCRETE DEADMEN FALL WITHIN THE EXCAVATION.
11. THE CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION. THE PLUMBING SHALL NOT BE DISTURBED. BACKFILL SHALL BE
ACCOMPLISHED WITH CLEAN SANDS, FREE OF ORGANIC DEBRIS AND SHALL BE PLACED IN 12" THICK LIFTS. EACH LAYER SHALL BE
COMPACTED TO 98% OF THE SOILS MAX. DENSITY BY TAMPING SOLIDLY. SOILS BELOW THE PATIO SHALL BE PLACED IN A SIMILAR
MANOR.
12. WHERE PATIOS ARE INDICATED (BY OTHERS). THE PATIO DESIGN NOTES SHOWN ON THE TYPICAL WALL SECTION DO NOT APPLY. PATIO
DESIGN SHALL BE BY OTHERS.
13. WARNING: TO EMPTY THE POOL AFTER CONSTRUCTION FOR REPAIRS OR ANY OTHER REASON. THE HYDROSTATIC UPLIFT PRESSURES
BENEATH THE POOL MUST BE ELIMINATED TO PREVENT THE POOL FROM FLOATING UPWARD. THE OWNER MUST CONSULT A POOL
CONTRACTOR OR POOL REPAIR CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURES.
14. THIS PLAN REMAINS THE PROPERTY OF THE DESIGN ENGINEER. IT IS NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER.
WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE DESIGN ENGINEER.
15. TEMPERATURE OF SPA WATER SHALL BE SET SO THAT MAX. WATER TEMP. = 102 DEGREES F.
16. PROVIDE SPRING LOADED SELF CLOSING COVER ON VACUUM LINE.
17. POOL CONFORMS TO ANSI/APSP-7 & 15
18. ALL EQUIPMENT SPECIFICATIONS MUST BE ATTACHED WITH THIS SUBMITTAL
19. SAFETY FENCE/BARRIER TO BE PROVIDED BY OWNER OR BY OTHERS.
20. ELECTRICAL PLAN PROVIDED BY OTHERS.
21. PLUMBING TO BE VERIFIED BY CONTRACTOR.
22. ALL DIMENSIONS TO BE VERIFIED BY CONTRACTOR.
23. A SWIMMING POOL ALARM THAT, WHEN PLACED IN A POOL, SOUNDS AN ALAIM UPON DETECTION OF AS 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.
THEY ARE NOT ALL FLOATING.
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POOL EQUIPMENT
SCALE: N.T.S.
HOUSE OR
DECKING
MA' FOUNDATION
P
m i "A" MUST BE
GREATER THAN "B",
a AND ANGLE NOT
I TO EXCEED 45'
"A"
ANGLE OF REPOSE
SCALE: N.T.S.
BONDED t
NICHELESS LED 18"
LIGHT 18"
BELOW WATER
LEVEL
THFSE P AigS ''I'� AIJ ",'`CFn IraORK
ARE SUIJ.IECT i (,NI 0111
RFOUIREN �,Y FIL O INS `!Ff PI :15 TI,AT
MAYBE NECESSARY I,r 020FR.l
COMPLY WITH ALL AP,*jLICA U1.2 WQDES, '
POOL LIGHT JUNCTION BOX 0
LEAST 12" ABOVE WATER
LEVEL
#8 SOLID COPPER WIRE MIN.
18" AROUND ENTIRE POOL
PERIMETER 4" - 6" DEEP
-CONT. BOND WIRE TO POOL
STEEL
#3 REBAR 0 12" O.C. BOTH
WAYS
6" SHOTCRETE/GUNITE
SHELL
TYPICAL CROSS SECTION
SCALE: N.T.S.
TIME CLOCK
SERVICE PANED SPST TOGGLE
p % SWITCH PUMP MOTOR
b JUNCTION BOX\
1 12V
TRANSFORMER
if 2" PVC VACUUM LINE -"
WITH APPROVED 3 #12 IN
GRATE L-NON-COROSIZE IN POOL AREA
` CONDUIT
I \1• GROUND ALL
P \ NBOXES, RAILS,
ON-COROSIVE
CONDUIT LIGHT MOTOR,
NICHELESS ETC. W #8 WIRE
41 LED
LIGHT
SUCTION/CLEANER LINE TYPICAL ELECTRICAL
SCALE: N.T.S. SCALE: N.T.S.
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CONGEALED FASTENERS OR, ATT,I
ARETHE RESPONSIBILIP OF ThF
CONTRACTOR OF RECORD
SCANNIK
tLude
7"
�3' (VERIFY)
6" (MIN.) SHOTCRETE/GUNITE
SHELL W/ #3 REBAR ON 12"
CENTERS EACH WAY (REINFORCE
STAIRS WITH SAME #3 REBAR TO
FIT CONTOUR)
SCALE: N.T.S.
"CUSTOM MOLDED PROUDCTS" 32" CHANNEL DRAIN
308 GPM 0 3.9 FPS
POOL MAIN DRAIN 2.5" PVC TO PUMP
MAIN DRAIN PIPING
SCALE: N.T.S.
- - - - - - - - - -
----------------- RETURFI- 4' HIGH SAFETY
r
� � TFENCE (PER CODE)
EQUIPOTENTIAL
3- 6-1 Iz 18" SWIMOUT I I/ BONDING GRID
4 EQUAL RISERS I'//I
WITH EDGE TILE
-�,-i---r- ON STAIRS
5'-0" DEEP I
3'-0" DEEP
2'
32" CHANNEL
DRAIN
I I
SUNSHELF I +/- 6'
LED LIGHT
SKIMMER
VACUUM
L ----- ------------RETURN_ ------- J
+/- 6'
POOL PLAN
SCALE: 1/4' = 1'-0"
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PROJ. NO. 18-770.1
DATE 01/31/2018
SHEET NO.
pml
SHEET 1 OF 1