HomeMy WebLinkAboutROBBINS CONSTRUCTION S&S REV1 8 7 6 1 5 1 4 13 1 2 11
NOTE: VSFIoPm0.85HPa,dI6SHPPerlurmanceCuares DOCUMENT PROPERTY OF A. ALLEN ENGINEERING INC. & Al CONCRETE POOLS INC., DUPLICATION AND/OR DISTRIBUTION IN PART OR WHOLE WITHOUT WRITTEN CONSENT FROM THE OWNER(S) WILL BE PUNISHABLE UNDER AWCPA COPYRIGHTS LAWS. SPECIFICATIONS
1.WHEN PROVIDED SHALL BE AT 20"MAX.BELOW THE WATERLINE Fm
F„PDBS(715VI MAX.WIDTH: 14'9" MAX. LENGTH: 28'5"
70 3a50 RF'.M -VSF„P1aS5[23MI MIN. DEPTH: 3'6" MAX. DEPTH: 6'
SHAPE: CUST ELEVATION: TBD
D Q FILL FROM EXCAVATION: HAUL
Q 20"MAX. TILE: INTERIOR FINISH: GEM FILTER: CS200
D = Rpm- Z_ PUMP MAKE PER FBC 4501.20
E ♦
PUMP HP:POOL 1.65 FLO PRO V.S. SPA NA
FILTRATION PUMP COMPLIANT WITH ANSIIAPSPIICC-15 2011
H Q D Q D --RPM '`- I LIGHTS: POOL 3 COLOR LED SPA NA H
D Q D a RPM- TRNFORM: POOL 100 WATT SPA NA
°c w 11 .., MAIN DRAIN:POOL 2 SPA NA
18" FILTRATION PUMP FFrsw Rate,Gal'°^,Per Min-IGPM1,)
SKIMMER: 1
LOW SPEED SCREEN ENCLOSURE BY PIONEER SCREENS RETURNS: POOL 3 SPA NA
SWIMOUT CUT SECTION 8 PUMP CURVES
Scale: NTS H Scale: NTS H JETS: POOL NA SPA NA
VALVED VAC LINE: INCL FILL LINE: NA
DISCHARGE LINE: TO GROUND
F CHLORINATOR: AQUA PURE SALT SYSTEM
39 ft. 11 in. HANDRAIL: INCL LADDER: NA
P' Oo DIVING BOARD: NA SLIDE: NA
AL HEATER: THERMEAU S125 ELECTRIC HEAT PUMP
VACUUM HEAD: INCL POLE: INCL
VACUUM HOSE: INCL BRUSH: INCL
HE Q 1.5° R N LEAF SKIMMER: INCL TEST KIT: INCL
t SHEER DESCENT NA
s v REMOVE EXISITING CONCRETE: NA
OVERFLOW LINE INCL
G KEY' SCREEN ENCLOSURE: PIONEER SCREENS G
1.2"RETURN LINE TO POOL
2.2" RETURN TO BUBBLERS ELECTRICAL: ED'S ELECTRIC
3.2"VACUUM LINE 1 2 3 4 5
POOL PATIO: CONCRETE/ FLOCRETE
4. 2"SKIMMER LINE
EXISTING PATIO: BOND COAT/FLOCRETE
5.2.5"MAIN DRAIN LINE
EQUIPMENT LAYOUT 7 8 ft.6 in. O 3 ft. DECK DRAIN: INCL
Scale: NTS :3" POOL CAPACITY: 10,838 GALLONS
C' :. R 3'6"DEPTH 4,9„X28,5„ POOL &DEPTH :.........2 5" SPA CAPACITY: NA
P1.1.65HP JANDY VARIABLE FHPM PUMP WITH W/APPR HAIR AND LINT '3" 1.5"OVERFLOWLINE TURN-OVER RATE: 6-HRS.
STRAINER 1.5" O SKIMMER 0 TERMITE TREAT: INCL BARRIER:
F. CARTRIDGE FILTER W/PRESSURE GAUGE AND AIR RELIEF VALVE Waterway Technical Bulletin1YGB7008 640-18XX V
(MUST Hl,t_D 35 PSI FOR 30 MINUTES MINIMUM
s MAX.WATER VELOCITY: 6 FPS FROM TRUNK
und nu Fla v rsan,ctFram. `° TO 8FPS SUCTION LINES,10FPS MAX RETURN
HE.THERMEAU S125 ELECTRIC HEAT PUMP waterway drained,.ersarernmphamro the latesteorsumer5atetyProtllAtt TILED BENCH EDGE
[ommlsswn requlremenrs(rPsq.ustad and CerllRed and7es[ed In sTdctacc^rdance O ILED STEP EDGES N MIN. SKIMMER FLOW: 25 GPM
W. 1.5"TO WASTE OR TO GROUND I :<< O
[oche requirements afA5ME A712.19.8-200land ASMEAt12.196a-2006 as tleRned •�an���-. VAC LINE CV
COLOR LED
V.VALVE$(TYP) incPscletterdlApril9,2011, ertieedby:u^derw.aer5tabomtorles,lna :� i1.5" O SURFACE AREA OF POOL: 322
B.PB-2008 WATER BONDING TO GRID SEE DETAIL A/8 2929E.Imperial Highway,Suite l00.Bma.CA9Z8216729. COLOR LED
( ) PERIMETER OF POOL: 74
S.JANDY"AQUA PURE 1400"SALT SYSTEM waerwayeaD-3nxv5ene5cmesadtame5areavana6eln; c : ro
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2 e4o-TBl V TrMFN r 143 153 se APPROVED WITH THE 2020 FLORIDA BUILDING CODE
DECK DRAIN
m� P"ftDeP{dp,lOR ....- ....................... ..............c .................................................. ..... ....7ft.li in........................
m10i0 319ADfl YRSIainIe555teN krew-32[sfe '- TH
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gE9-0OD51 CONCRETE/FLOCRETE A. ALLEN ENGINEERING LLC, CA NO. 33042
Y WITH OVERPOUR COPING X 2367 7T" STREET, LA VERNE, CA 91750
REC.PUMP=1.65HP JANDY FLOPRO VARIABLE SPEED TO THE BEST OF MY KNOWLEDGE, THESE
LOW SPEED-36 GPM MAX DRAWINGS AND SPECIFICATIONS COMPLY WITH
HIGH SPEED=98 GPM @ 38 TDH 14 ft.9 in.
3"BRANCH PIPE @ 98 GPM=5.74 FT./SEC.
THE APPLICABLE MINIMUM BUILDING CODES
(6 FT./SEC.MAX.-PRESSURE LINES) 5 ft.
-214% SEAL:
2.5"SUCTION PIPE @ 98 GPM=7.48 FT/SEC.
(8 FT./SEC.MAX.-SUCTION LINES)
2"PRESSURE PIPE @ 98 GPM=9.77 FT./SEC. xxxx
(10 FT./SEC.MAX.-PRESSURE LINES) ® 6�C � E.
BOND COAT AND FLOCRETE
�
200 SQ.FT.CARTRIDGE FILTER X 0.375=75 GPM X v EXISTING LANAI TO MATCH v
E BACKWASH VALVE NO X X ENTIRE POOL DECK E
,.,4e FPwr
F&.kA
C Aaron H.Allen,State of Florida,Professional Engineer, Aaron H Allen
License No.86620
?011 Watwwry PEa4i¢-72ROSNIgs Roatl,OenaN,U93h3°Ph-8P59N70262.walenray�.nvalerwaypla9ia[om-wwwwalerwaypiatl�rom pmdpnn6n This item has been digitally signed and Sealed by
ANSI-7/ANSI-15 8 POOL DRAIN CERTIFICATION 7 Aar°°H.Allen,P.E.°nthedateindicated"ere. 2021 .1 1 .1 0
14 ft.6 In. Printed copies of this document are not considered
Scale: NTS E Scale: NTS E Ch Signed and sealed and signature must be verified on any
Electronic copies 14.18:48 -05'00'
BURIED POWER LINESINN
�1
30"CLEARANCE IN
NOTES: FRONT �/
1.ALL ELECTRICAL TO COMPLY WITH 2O17 NATIONAL ELECTRIC CODE. OF SUBPANEL F A
2.3412 THHN CU WITHIN Y"MIN.CONDUIT FOR POOL LIGHT IS)
3.GROUND ALL BOXES,LIGHTS,MOTORS,ETC,WITH#8 SOLID,BARE COPPER.
4.ALL POOL PUMPS TO GFCI PROTECTED PER NEC 680.22(B)
5.INSTALL 125V 15 AMP WEATHERPROOF DUPLEX GFCI RECEPTACLE AT LEAST 10, POOL EQUIPMENT ANCHORED PER
AWAY AND NOT MORE THAN 20'FROM THE INSIDE WALL OF THE POOL FLORIDA BUILDING CODE 2020&R4501.22 SALT
6.POOL PANEL AND SWITCHES MUST BE AT LEAST 5'FROM THE INSIDE WALL OF THE POOL BARRIER PER FBC 4501.17-41.1.17.3 AND
POOL EQUIPMENT PAD , ARON H. ALLEN PE FL REG. NO. 86620 FL
7.PROVIDE PROPER WORKING CLEARANCE SPACES FOR ELECTRICAL EQUIPMENT AS ANSIINSPI-5-1995 NSF CERTIFIED TO ASTM F 2208-08 �� PER FBC
PER HO-26 OF NFPA 70 4501.22(9.2)
HEATER(ELECTRIC HEAT PUMP) FiE JOB INFORMATION
D 2-#6 THHN, 1#10 GROUND, 1#8 NEUTRAL CU WITHIN 3/4" p
CONDUIT.(CONNECT TO 50 AMP,2 POLE GFCI BREAKER BUILDER/JOB NAME: BOBBINS
POOL BARRIER PER FRC 4501.17.1.8 ADDRESS: 9140 PUMPKIN RIDGE
CITY: PORT SAINT LUCIE FL 34986
80 AMP POOL PANEL PERMIT NO.: TBD
W/(4)-#4 THHN CU WITHIN 1"
ELECTRICAL CONDUIT DATE DRAWN: 3/2/2021
REVISION DATE: NA
8 SOLID CU GROUND WIRE �#
#8 EXISTING PANEL DRAWN BY: JORDAN VANDUZER
TO GENERAL NOTES: CHECKED BY: AARON H.ALLEN
T-F1.SWIMMING POOL CONSTRUCTION TO COMPLY W/FLA.BLDG.CODE AND CUSTOMER APPROVAL:
S.P.S.T.TOGGLE WITH ALL LOCAL ORDINANCES AND ZONING REGULATIONS. APPROVED BY:
SWITCH VARIABLE SPEED PUMP MOTOR 2•SWIMMING POOL TO BEAR ON ROCK OR UNDISTURBED SAND.ALL SCALE: '/4'= 1'
W/BUILT-IN OVERLOAD SWITCH W/3-#10 WALLS AND FLOORS SHALL BE GUNITED OR POURED IN-PLACE
POOL LIGHTS SEE SPECS FOR QUANT. THHN CU WITH-IN /2"CONDUIT CONCRETE W/MINIMUM 3,000 P.S.I.CONCRETE(@ 28 DAYS)
TIME CLOCK COMPRESSIVE STRENGTH.
(GFI NOT REQUIRED) 3.ENGINEER SHALL BE NOTIFIED IF SOIL BEARING LESS THAN 2500 P.S.F., Y!ARS
W.P. DISCONNECT OR MUCK,SILT OR LOOSE,SOFT SOIL IS FOUND.A SOIL BEARING 3
OF
SALT SYSTEM W/BUILT IN OVERLOAD CAPACITY OF 2,500 P.S.F. HAS BEEN USED IN THE DESIGN. & ce teNce
SWITCH W/3410 THHN CU WITH-IN'/2" 4.REINFORCING BARS SHALL BE NEW BILLET,GRADE 40.
W.P.DISCONNECT CONDUIT 5.ALL POOL PIPING TO BE P.V.C.SCHEDULE 40 MIN. AND BEAR THE N.S.F. �} (CC
�C APPROVAL. 0
6.BACK-WASH SHALL BE IN COMPLIANCE WITH LOCAL ORDINANCES.
7.DISPOSAL OF POOL WATER SHALL CONFORM TO LOCAL ORDINANCES. POOLS,
�R W1�0
SURFACE GRADING SHALL CONTAIN WATER WITHIN PROPERTY LINES.
PONDING SHALL NOT PERSIST FOR MORE THAN ONE HOUR.
ELECTRICAL SCHEMATIC 7 8.WATER SUPPLY& SHALL BE INSTALLED SO THAT THERE IS
NO CROSS CONNECTION WITH DOMESTIC WATER SUPPLY OR WATER 8880 GLADES CUT OFF ROAD
Scale: NTS C DISPOSAL SYSTEM. PORT ST. LUCIE FL 34986
9.GRATE AT MAIN DRAIN SHALL HAVE A FREE AREA OF 4X THE AREA OF
DECK PER DETAIL A/5 THE SUCTION LINE
NOTE: 10.HAIR&LINT STRAINERS SHALL HAVE A REMOVABLE SCREEN W/A NOTE: SYMBOL LEGEND
WATER LEVEL 1.WHERE APPLICABLE PER NATIONAL ELECTRICAL CODE MINIMUM FREE AREA OF 3X THE AREA OF THE SUCTION LINE. 1.STEEL REINFORCEMENT IN CONCRETE AGAINST EARTH SHALL HAVE A MINIMUM COVER OF 2"
11.ELECTRICAL: INSTALL WIRING&DEVICES AS SHOWN IN"POOL DATA" (1)#5 OR(2)#3 REBAR(S) EXISTING FACILITY __ _ _ _ CHANNEL
11/1
HEREON.LIGHT CONNECTION TO CONFORM TO NATIONAL ELECTRICAL 8" DRAIN
Z DECK PER DETAIL A/5 CODE-LATEST EDITION. 8.. XX.X' ELEVATION MARKER
FROM POWER SUPPLY 12.ALL METALLIC CONDUITS, PIPING SYSTEMS, REINFORCED STEEL, O SKIMMER
co D LIGHT FIXTURES&HOUSING, METAL PARTS OF LADDERS,HANDRAILS, I
DIVING BOARDS&SUPPORTS TO BE BONDED TOGETHER&GROUNDED 4" DECO DRAIN
1" LIGHT CONDUIT TO A COMMON GROUND.BONDING CONDUCTOR SHALL NOT BE SMALLER w MAIN DRAIN
APPROVED GROUND CLAMP #8 GROUND WIRE THAN#8 COPPER. ; I� 8" BABY BARRIER
13. NO OVERHEAD OPEN WIRE OVER POOL WATER. l COLOR LED B
B NICHELESS 14.CARTRIDGE FILTER SHALL HAVE A FILTRATION RATE NOT TO EXCEED b g BUBBLER
UN
DERWATER 3 G.P.M./S.F.OF FILTER AREA.NO BACK-WASH REQUIRED.
LIGHT CONTINUOUS BOND WIRE 15.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT I
SITE BEFORE STARTING THE PROJECT.CONTRACTOR SHALL VERIFY 0 ft. 4 ft. 8 ft. Eq. Eq. JANDY UPLIGHT f� VACUUM LINE
COMMON TO POOL STEEL,
POOL FINISH RAILS&EQUIPMENT LOCATION OF ELECTRICAL SERVICE BY F.P.&L.COMPANY. TOP VIEW CUT SECTION
16.SPECIAL ATTENTION SHALL BE GIVEN TO EXISTING FOUNDATION TO DOOR/WINDOW ALARM 0 REVISION
UNDERWATER LIGHT 8 HANDRAIL BONDING PREVENT UNDERMINING. TYP. FOOTER SECTION 2
Scale: NITS g Scale: NITS g 17.PLANTER SPECIES SHALL BE SELECTED WITH NON-INVASIVE ROOT Scale: NITS g
SYSTEMS(SPECIES SELECTION BY OTHERS).
NOTES: NOTES: OVERPOUR CONCRETE NOTES: r
NOTE: NOTES: 1.APPROVED MAIN DRAIN FRAMES AND GRATES PER V.G.B. 1.REMOVE GRATE&WELL POINT PLUG FROM MAIN DRAIN EXCAVATION INTO ANGLE OF REPOSE ALLOWED IF: I I 28-5-
1.PB-2008 TO BE INSTALLED NEAR OR UNDER EQUIPMENT PAD 1.MINIMUM 18"FROM ENTIRE EDGE OF POOL PERIMETER BURIED 4"TO 6"DEEP ASME/ANSI 112.19.8-2007(SEE CERT.OF COMPLIANCE)- &ATTACH AUX.PUMP LINE WHEN EMPTYING POOL ./ 1.SHORING IS SUFFICIENT TO SECURE SOILS FROM EROSION/SETTLEMENT 2"X4"@ 24"O.C. I I SUNDECK 6' '
2.INSTALL PER N.E.C.2017 SEC.680.26(WHERE ADOPTED) 2.FOR DEPTHS GREATER THAN 6'ADD 1-#3 COVE BAR @ ///��� 2.NO UNDERMINING OCCURS UNLESS APPROVED BY ENGINEER nL
3.#8 SOLID COPPER BOND WIRE WITH APPROVED CLAMPS ON EACH SIDE OF POOL(4 TOTAL) COVERS MUST BE REPLACED EVERY 5 YEARS 4 /2"PLYWOOD I L - - -
6"O.C. 3.COMPACTION TEST PROVIDED AT C.O. �
EQUIPMENT PAD 2.APPROVED WITH THE 2020 FLORIDA BUILDING CODE FOR 3.SLOPE DECK Y<"PER FOOT 9 ft. I f Q- o 0 12"MAX
Q RESIDENTIAL 7 EDITION AND THE ANSI/APSP-7 2013 FOR CO500 PSI FIBER R INFORCED 6 ft. I I I p p p WATERLINE TILE
6 X6"TILE -��- Q- L - o - NOTE:SHORING TO BE INSTALLED WHEN POOL 4_�I,41, 12--MAX_ _ -D--- _ 3'6" a
18"MIN. DECK PER DETAIL A/5 TR I
SHELL IS CLOSER THAN 5 FT TO HOME, --- Q-- - - o ;�
solL 3 ft. _ J 12"MAX FLOOR SLOPES
PB-2008 (ENTIRE PERIMETER) SUCTION ENTRAPMENT AVOIDANCE '14
w D WATERWAY MAIN DRAINS INTERIOR OM A TeD 11 z
Q a _ _ _ a TORE ANGLE OF REPOSE O ONE RATIO OF TGN. G #3 STEEL @ 12- O/C E.W.
- - - - J- -----EXIST
W.L. SECURED GRATE -q
- - - MIN.3'SEPARATION REQ. TOOLS
REMOVAL FINISH D
> 3 FT. MIN.
_ _ _ _ _ _ MAIN DRAIN
p - - - - - - FT _ ------- -------
SOIL . a
TO DI _ 12--O 4" AR 1z" REBAR 1z" o" - =EXIST - 10"MIN.
v #3 - -_--- 4"WALL#3 6' WALL#3 8"WALL#3
j THREADED -I g W - -SOIL °
BONDING WIRE GN.
A N8�ALJGE SOLI
UlJ O.C.E.W@ O.C.E.W. 12 O.C.E:@ ^�Q STEP NOTES: „
C PPER WIIR 6 FPS MAX PLUG - 1 -! ----- __I ------- -- --- --1- __--- 1.TREAD IS MIN.OF 10"WIDE.
TOIL - --- NOTES: 2.RISER NOT GREATER THAN 12"EXCEPT IF MORE THAN(3)TREADS ARE USED.
TOIL TO FILTRATION PUMP �, o 1.(5.6.1)THE SLOPE OF THE FLOOR FROM THE SHALLOW END WALL TOWARDS THE DEEP AREA SHALL NOT EXCEED 1
, C4 - o <5'OR 1:1 FOOT IN 7 FEET TO THE POINT OF THE FIRST SLOPE CHANGE 3.ALL STEPS TO BE SOLID GUNITE 4000 PSI.
2.5"SUCTION LINE MAX 117 G.P.M. 3'PLUMBING LINES TO PUMP 10 2.(5.6.2)CHANGES IN SLOPE BETWEEN SHALLOW AND DEEP AREAS SHALL BE AT A MINIMUM WATER DEPTH OF 2 FEET 9 4.ALL STEPS AND SWIMOUT BENCH EDGES WILL HAVE 2X6 CAPTILE BORDER
FROM SUMP W/3"TEE GRAVEL70 -�-`-- 1 1 --I OF OPPOSITE COLOR OF GEM FINISH FOR VISIBILITY
INCHES AND BE AT LEAST 6 FEET FROM THE SHALLOW END
#8 SOLID COPPER BOND 8 FPS MAX BED - 3.(5.6.3)THE SLOPE OF THE FLOOR FROM THE POINT OF THE FIRST SLOPE CHANGE TOWARD THE DEEP END SHALL NOT
WATER BONDING 8 WIRE W/APPR.CLAMPS EQUIPOTENTIAL BOND GRID 7 POOL DRAIN TYP. 6 TYP. WALL SECTION 8P WELL PT. 5 WALL THICKNESS REQ. 4 SHORING REQUIREMENTS 3 EXCEED1 FOOT IN3FEET SECTION THRU POOL 1
Scale: NTS A (SEE NOTE 3) Scale: NTS A Scale: NITS A Scale: NITS A Scale: NITS A Scale: NITS A 4.WALLS SHALL NOT SLOPE>11 DEGREES Scale:NTS A
5.HAND HOLD TO BE INSTALLED WHERE DECK RAISED+6"ABOVE POOL
8 7 6 5 4 3 2 1