HomeMy WebLinkAboutAPPROVED PLAN 8 7 6 5 4 3 2 1
NOTE: VBfHP2.o,v FHP20A Berl-
ISY
1.WHEN PROVIDED SHALL BEAT 20"MAX.BELOW THE WATERLINE J-dy Pro FHP270JEPP.rh man.C.- DOCUMENT PROPERTY OF A. ALLEN ENGINEERING INC. & A&G 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
,o0 4a
m 51 aft
MAX.WIDTH: 18' MAX. LENGTH: 302"
MIN. DEPTH: 3' MAX. DEPTH: 5.5'
SHAPE: CUST ELEVATION: TBD
FILL FROM EXCAVATION: HAUL
D ro 10ft.6in. 30" PICTURE FRAME SCREEN 10 ft. TILE: INTERIOR FINISH: GEM FILTER: CS200
Q � t
20"MAX. ea F LT I N U F
u$ PUMP MAKE PER FBC 4501.20
8"X8" CONCRETE FOOTE , Oil 8"X8" CONCRETE FOOTER PUMP HP:POOL 2.7HP VS FLOPRO SPA NA
6 +12" +6" FILTRATION PUMP COMPLIANT WITH ANSIIAPSPIICC-15 2011
H Q D a $ m LOR LED SPA NA
IL P P 'a g CO N C RETE TRNFORMPO POOL OL 2 C0300WATTS SPA NA H
1.5"
Q '° 1.5 1.5`' MAIN DRAIN:POOL 2 SPA NA
18" ° ° FLOCRETE DECK
° 9° ,w „o ,� 1� ,� ,� >� DEMO O F EXIST N G R
Flew Rat[,Callona Per Minule.IGP"r R SKIMMER: 1 I N C
SWIMOUT CUT SECTION 8 PUMP CURVES 7 PROVIDE HAND HOLDS PVC HAND RAIL RETURNS: POOL 3 SPA NA
AS REQUIRED ANSI/NSPI-5-2003 RTD-448 JETS: POOL NA SPA NA
Scale: NITS H Scale: NITS H OR MAINTAIN 4"GRABBABLE COLOR TBD
DECK AND SCR E N SURFACE 24" SHEER DESCENT
® WATERFALL 3'DEEP VALVED VAC LINE: INCL FILL LINE: NA
(DETERMINE IN FIELD) OD
DISCHARGE LINE: TO GROUND INCL
F BY OTHERS N S' a' CHLORINATOR: AQUA PURE 1400 SALT SYSTEM
P, O TILED BENCH 1 w H o HANDRAIL: PVC LADDER: NA
EDGE TILED STEP Q a DIVING BOARD: NA SLIDE: NA
EDGES 3 LU n HEATER: THERMEAU S125 HEAT PUMP
� VACUUM HEAD: INCL POLE: INCL
O I„ VACUUM HOSE: INCL BRUSH: INCL
q 3„ 61 5 ft.8 in. M LEAF SKIMMER: INCL TEST KIT: INCL
t 14 ft. 10 in. �1
2.5" 5.5'DEEP o O �� TREE/STUMP REMOVAL: NA
■ 6 ft. v 00 L� REMOVE EXISITING CONCRETE: NA
KEY: S 0 0 m PUMP POOL PATIO: NA
1.2.5"RETURN LINE TO POOL & � SCREEN ENCLOSURE: NA G
G 2.1.5"SUPPLY LINE FOR BUBBLER O � �' 9"WATER DEPTH CHILD SAFETY
3.1.5"SUPPLY LINE FOR 24"SHEER DESCENT BARRIER FENCE NO ELECTRICAL: ED'S ELECTRIC
4.1.5"VACUUM LINE CLOSER THAN 20" ' / N
POOL PATIO: CONCRETE FLOCRETE
5.2"SKIMMER LINE 1 2 3 4 5 6 V/ EXISTING PATIO: FLOCRETE
6.2.5"MAIN DRAIN LINE v' Cp/.OR` 1 FROM WATERLINE , 4'X4' DOOR DECK DRAIN: INCL
EQUIPMENT LAYOUT 7 W 1.5" O VAC LINE UMBRELLA SLEEVE PAD
Scale: NITS G F_ POOL CAPACITY: 13,130-GAL.
P1.2.7HP VS FLOPRO WITH W/APPR HAIR AND LINT STRAINER }+ 0 SKIM ER BUBBLER SPA CAPACITY: NA
F. CARTRIDGE FILTER W/PRESSURE GAUGE AND AIR RELIEF VALVE L� LL 1•5" '// TURN-OVER RATE: 6-HRS.
(MUST HOLD 35 PSI FOR 30 MINUTES MINIMUM) H OVERFLOW 5„ R '/ TERMITE TREAT: INCL BARRIER:SCR ALRM
Waterway Technical Bulletin:VG"2U II?30-i 8XX V
W.1.5"TO WASTE OR TO GROUND LU MAX.WATER VELOCITY: 6 FPS FROM TRUNK
8"Raund Tru Fla Drain and Frame
V.VALVES(TYP) Wawrwaydrmncoversam compliant tothe latest Consumer Safety Product CN w 1.1
B. PB-2008 WATER BONDING TO GRID(SEE DETAIL A/8) commis:onrequlremenrslcPSq.ustedandccn�edandTesredmsmctaccoMance __
v 1.5" TO 8FPS SUCTION LINES,10FPS MAX RETURN
t"theragGhementsofASMFATI2.19.8-2007andASMEA112.19Aa-20DBasdehnea =;v.�.,.. M z I MIN. SKIMMER FLOW: 25 GPM
S.JANDY"AQUA PURE 1400"SALT SYSTEM in cl Itrrdated April 6,2011.certieed bydlnderw l Laboratories,Inc `
2929E.Imperial Highway.Suite IOB.Bma.CA928216729. ••`-•� O - - - - - - - - - - - - - - -------- SURFACE AREA OF POOL: 413 SQFT.
Waerway a"_3,,,ysenesrGVPandfamPSareayallah�ln: Go _ ___ _ I PERIMETER OF POOL: 81 LNFT
J White■Black❑Gray IN OarkGray❑Beige x - - - - - 10 FASCIA/
4'X4' DOOR - - - ------ - - - - - - -- - - - --
HEIGHT
una,ratwsllMn,aXXewIkM1mlxmpmuX bepslaXµ yXrlgioalws ln -am,Xyrpwlw Waa+R,utUiaudH,w'Rwu+Ihdama9r4Yoha.axRd.•bY'9w PAD -� I
e me planell.r.ftowroxalllm+nikiiuelkEa minMun ortllmehe,[tlrtvlalx� rat u[uN,aMtliM � I
uretlfrwn nearpdnXcea,polnt RepG,rEn 1nl,bmN,,oatktl,mlc,hgwrglfe[ueY,entlwtivnMatkl[mgawnw
o`Wi ahr wllp w nhm lo,lm„a�w�,o as a?ewa� h ae �waelr DECO DRAIN TO DRAIN AWAY FROM HE HOUSE.DECO DRAIN TO BE ATLEAST 1' I
.°wl ar,mrnnw�wall ao,r<I,,,,,ea,uewa+h.,.im,rw.untrww,naaar4awai.m.amlwr,,a ,a mom o,mn,perwrotmraoaemxeo,mwermmlaH,apse
F ro wlo anal.,e n�1 Ra, X ,aea ,r,,a.wnm mrl�X nraae mac Y`�Ieemmawaappe nkNaMMl.s aml�r FROM HOUSE. DECO DRAIN EXAC LOCATION TO BE DETERMINED IN FIELD. I F
IM m ,m 4em,
MAiINP, Beunplion Site lotalOpm Area Flaar Flaw Rafe Wall FI Gale Ficwht,61W
Square Im l GPM GPM ,mistvw
64o-187IXV Tru H4 r 14.8 in 48 68
APPROVED WITH THE 2020 FLORIDA BUILDING CODE FOR
0 Part 4k.0 Besrtlptlhn TRUSSED ROOF PATIO TH
819-0051 Fsslalnit,rSled!i--32Xhe RESIDENTIAL 7 EDITION AND THE ANSI/APSP-7 2013 FOR
642.214X
644u y s iNii oaa am SUCTION ENTRAPMENT AVOIDANCE
FLOCRETE AND STAIN TO
BIg-OppSt� A. ALLEN ENGINEERING LLC, CA NO. 33042
REC.PUMP/WATER FEATURE PUMP=2.7 HP V.S.FLOPRO Y MATCH _117 2367 7T" STREET, LA VERNE, CA 91750
LOW SPEED: 36 GPM MAX 6,2.2,my TO THE BEST OF MY KNOWLEDGE, THESE
HIGH SPEED: 117 GPM @ 48 TDH = DRAWINGS AND SPECIFICATIONS COMPLY WITH
2.5"SUCTION PIPE @ 117 GPM:7.98 FT/SEC.
(8 FT./SEC. MAX.-SUCTION LINES) 642-214X -
THE APPLICABLE MINIMUM BUILDING CODES
2.5(PRESSURE PIPE @ 117 GPM=7.98 FT./SEC. ELECTRIC BY EDS SEAL: Aaron
(10 FT./SEC.MAX.-PRESSURE LINES)
200 SQ. FT.CARTRIDGE FILTER X 0.375=75 GPM
BACKWASH VALVE NO Allen E
,4ss .,7s
E
SCREEN BY
Aaron H.Allen,State n Florida,Professional Engineer, 2021 .01 .
'97071 waterway Pia4i¢22aG5Ntps Roatl,OrnaM,[A 93h3GPh.8G59X7.t262-waterwayervrarerwayplasti¢mm www.waterwayplastla tom Xmapumi, PIONEER License No.66620
This item has been digitally signed and sealed by
ANSI-7/ANSI-15 8 POOL DRAIN CERTIFICATION 7 Aaron H.AIIen,P.E.documn the ent
tare noaconsidted r
Printed copies of this document are not considered 11
Signed and sealed and signature must be verified on any
Scale: NTS E Scale: NITS E Electronic copies
:. :. :. :. :. :•. . . :•. .
30"CLEARANCE IN
Nores: FRONT * 11 :35 :48
1.ALL ELECTRICAL TO COMPLY WITH 2O17 NATIONAL ELECTRIC CODE. LOCATION OF GFI
-:.'
2.3412 THHN CU WITHIN'/"MIN.CONDUIT FOR POOL LIGHT(S) OF SUBPANEL
3.GROUND ALL BOXES,LIGHTS,MOTORS,ETC,WITH#8 SOLID,BARE COPPER.
RECEPTACLE SAFETY BARRIER PER FRC R4501.17.1-
4.ALL POOL PUMPS TO GFCI PROTECTED PER NEC 680.22(B) TO BE DETERMINED IN R4501.17.3 &ASTM5034-95, ASTM D3787-
5.INSTALL D N 15 AMP WEATHERPROOF DUPLEX E W RECEPTACLE AT LEAST 10' O(� 'O O
AWAY AND NOT MORE THAN 20'FROM THE INSIDE WALL OF THE POOL FIELD PER NEC 680 89, ASTM 653-96 vx
6.POOL PANEL AND SWITCHES MUST BE AT LEAST V FROM THE INSIDE WALL OF THE
POOL POOL BARRIER PER FRC R4501.17.1-
7.PROVIDE PROPER WORKING CLEARANCE SPACES FOR ELECTRICAL EQUIPMENT AS AARON H. ALLEN PE FL REG. NO. 86620 FL
PERHO-260FNFPA70 R4501.17.3 AND ANSI/NSPI-5-1995
POOL EQUIPMENT ANCHORED PER
HEATER(ELECTRIC HEAT PUMP) FLORIDA BUILDING CODE 2020&R4501.22 JOB INFORMATION
2-#6 THHN,1#10 GROUND,1#10 NEUTRAL CU WITHIN 3/4" EQUIPMENT PAD
D CONDUIT.(CONNECT TO 50 AMP,2 POLE GFCI BREAKER EQ PER FBC BUILDER/JOB NAME: SNOWE
E Q 4501.22(9.2) ADDRESS: 9415 BUNTING LN
80 AMP POOL PANEL CITY: FT. PIERCE, FL 34951
W/(3)-#4 THHN CU WITHIN 1" PERMIT NO.: TBD
ELECTRICAL CONDUIT DATE DRAWN: NOVEMBER 30 2020
#8 SOLID CU GROUND WIRE REVISION DATE: NA
TO EXISTING PANEL DRAWN BY: BOBBY AUSTIN
GENERAL NOTES:
CHECKED BY: AARON H.ALLEN
S.P.S.T.TOGGLE 1.SWIMMING POOL CONSTRUCTION TO COMPLY W/FLA.BLDG.CODE AND CUSTOMER APPROVAL:
SWITCH WITH ALL LOCAL ORDINANCES AND ZONING REGULATIONS. APPROVED BY:
VARIABLE SPEED PUMP MOTOR 2.SWIMMING POOL TO BEAR ON ROCK OR UNDISTURBED SAND.ALL SCALE: 1/4'= V
POOL LIGHTS SEE W/BUILT-IN OVERLOAD SWITCH W/3-#10 WALLS AND FLOORS SHALL BE GUNITED OR POURED IN-PLACE
SPECS FOR QUANT. THHN CU WITH-II CONDUIT CONCRETE W/MINIMUM 3,000 P.S.I.CONCRETE(@ 28 DAYS)
(GFI NOT REQUIRED) TIME CLOCK COMPRESSIVE STRENGTH.
W.P.DISCONNECT 3.ENGINEER SHALL BE NOTIFIED IF SOIL BEARING LESS THAN 2500 P.S.F., Y!ARS
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. & ceLteNce
SWITCH W/3-#10 THHN CU WITH-II 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,
���o
SURFACE GRADING SHALL CONTAIN WATER WITHIN PROPERTY LINES. wJ
PONDING SHALL NOT PERSIST FOR MORE THAN ONE HOUR.
ELECTRICAL SCHEMATIC 7 8.WATER SUPPLY& E IS
NO CROSS CONNECTION WITH DOMESTIC WATER SUPPLY OR WA SHALL BE INSTALLED SO THAT TER 8880 GLADES CUT OFF ROAD
Scale: NITS 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" EXISTING FACILITY CHANNEL
517� DECK PER DETAIL A/5 (1)#5 OR(2)#3 REBAR(S) O
11 /1'
HEREON.LIGHT CONNECTION TO CONFORM TO NATIONAL ELECTRICAL DRAIN
z CODE-LATEST EDITION. +'I2" 11 8rrXX.X'FROM POWER SUPPLY DECK PER DETAIL A/5 12.ALL METALLIC CONDUITS, PIPING SYSTEMS, REINFORCED STEEL, " ELEVATION MARKERSKIMMER
LIGHT FIXTURES&HOUSING, METAL PARTS OF LADDERS,HANDRAILS,
DIVING BOARDS&SUPPORTS TO BE BONDED TOGETHER&GROUNDEDnLIGHT CONDUIT a TTO A HAN COMMON CO GROUND. ONDING CONDUCTOR SHALL NOT BE SMALLER +6 ---- - -- y i 4„ DECO DRAIN
O MAIN DRAIN
LU I 8, BABY BARRIER
APPROVED GROUND CLAMP D #8 GROUND WIRE 13. NO OVERHEAD OPEN WIRE OVER POOL WATER.
J a I - - -- - COMPACTED SOIL I COLOR LED
14.CARTRIDGE FILTER SHALL HAVE A FILTRATION RATE NOT TO EXCEED ! Og BUBBLER B B NICHELESS __ I
SITE BEFORE STARTING THE PROJECT.CONTRACTOR SHALL VERIFY
UNDERWATER a o 3 G.P.M./S.F.OF FILTER AREA.NO BACK-WASH REQUIRED. ----- I
LIGHT CONTINUOUS BOND WIRE 15.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT I Eq. ,I Eq.. UL JANDY UPLIGHT f� VACUUM LINE
COMMON TO POOL STEEL,
POOL FINISH RAILS&EQUIPMENT LOCATION OF ELECTRICAL SERVICE BY F.P.&L.COMPANY. 0 ft. 4 ft. 8 ft. Eq'
16.SPECIAL ATTENTION SHALL BE GIVEN TO EXISTING FOUNDATION TO TOP VIEW CUT SECTION DOOR/WINDOW ALARM 0 REVISION
UNDERWATER LIGHT 8 HANDRAIL BONDING 7 PREVENT UNDERMINING. RISER WALL DETAIL 5
Scale: NITS g Scale: NITS g 17.PLANTER SPECIES SHALL BE SELECTED WITH NON-INVASIVE ROOT Scale: NITS g 2
SYSTEMS(SPECIES SELECTION BY OTHERS). Scale: NITS g
NOTES: NOTES: NOTES: 30'2"
NOTES: CONCRETE
EXCAVATION INTO ANGLE OF REPOSE ALLOWED IF:
NOTE: 1.APPROVED MAIN DRAIN FRAMES AND GRATES PER V.G.B. 1.REMOVE GRATE&WELL POINT PLUG FROM MAIN DRAIN I
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"Q.C. I I �� 5r8" SUNDECK
2.INSTALL PER N.E.C.2017 SEC.680.26(WHERE ADOPTED) COVERS MUST BE REPLACED EVERY 5 YEARS 2.NO UNDERMINING OCCURS UNLESS APPROVED BY ENGINEER
2.FOR DEPTHS GREATER THAN 6'ADD 1-#3 COVE BAR @
3.#8 SOLID COPPER BOND WIRE WITH APPROVED CLAMPS ON EACH SIDE OF POOL(4 TOTAL) 6"O.C. 3.COMPACTION TEST PROVIDED AT C.O. 1/2"PLYWOOD _ _ _ _ _
EQUIPMENT PAD Q 2.APPROVED WITH THE 2020 FLORIDA BUILDING CODE FOR 3.25 OPP.S.IE FIBER REINFORCED CONCRETE PUMP MIX Orr 9 ft I EI a 12"MAX
18"MIN. DECK PER DETAIL A/5 D RESIDENTIAL 7 EDITION AND THE ANSI/APSP-7 2013 FOR -__-__ 6 ft. I I WATERLINE TILE
4 a d
ENTIRE PERIMETER SUCTION ENTRAPMENT AVOIDANCE I - - Q _ _ 3' Q _____a 12"MAX
PB-2008 ( ) 3ft. a a - a
W.L. INTERIOR 1 SHELL CLOSER THAN 8 FT HOME,L ` , 1,q 4 12"MAX
Q Q Q a -- FLOOR SLOPES
w D WATERWAY MAIN DRAINS 1� 4 6"X6' TILE j ---= I a o- NOTE:
EXIST.FT 4 ,�Zr, 5.5' a o of o
-I - - - - �- - T #3 STEEL 12"O/C E.W. o
Q OM A TED SOIL OR EXCEEDS THE ONE TO ONE RATIO OF @
MIN.3'SEPARATION REQ. SECURED GRATE q ------� o p
> FINISH - , THE ANGLE OF REPOSE GN. _
_ 3 FT. MIN. TOOLS REQUIRED - - - MAIN DRAIN
p ` FOR REMOVAL / o � 6,r 10"MIN.
BONDING WIRE solL p a p #3 12"O.C.B.W. 4'WALL#3 6' WALL#3 8"WALL#3 �QO I- EXIST FTGN_ D 4 -- - a
p - - REBAR @ 12" REBAR @ 12 REBAR @ 12 /y _____ a -SOIL /�- - - A A TO GRID 8 AUGE SOLI C ------------
STEP Nores:
PPER WI THREADED __ 1.TREAD Is MIN.of 1a^WIDE.
- ------- O.C.E.W. O.C.E.W. O.C.E.W. �Qr I_------- o ---' - ---�--I ---
R � a I � I I �
TO FILTRATION PUMP 6 FPS MAX p /��_ - -I p --- NOTES: 2.RISER NOT GREATER THAN 12"EXCEPT IF MORE THAN(3)TREADS ARE USED.
SOIL PLUG / 1.(5.6.1)THE SLOPE OF THE FLOOR FROM THE SHALLOW END WALL TOWARDS THE DEEP AREA SHALL NOT EXCEED 1
�� - SOIL o p <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. FROM SUMP W/3"TEE TO PUMP -� - L _- 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
3"PLUMBING LINES
-- OF OPPOSITE COLOR OF GEM FINISH FOR VISIBILITY
GRAVEL INCHES AND BE AT LEAST 6 FEET FROM THE SHALLOW END
#8 SOLID COPPER BOND 8FPS MAX 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 BED TYP. WALL SECTION 8F WELL PT. 5 WALL THICKNESS REQ. 4 SHORING REQUIREMENTS 3 EXCEED1 FOOT IN3FEET SECTION THRU POOL 1
Scale: NITS q (SEE NOTE 3) Scale: NTS q Scale: NTS q Scale: NITS q Scale: NITS q Scale: NITS q 4.WALLS SHALL NOT SLOPE>11 DEGREES Scale:NITS q
5.HAND HOLD TO BE INSTALLED WHERE DECK RAISED+6"ABOVE POOL
8 7 6 5 4 3 2 1