HomeMy WebLinkAboutPLAN 8 7 6 1 5 1 4 13 1 2 1 1
TIF moo;water)Head Full-PIusHP Rated aid Head Pumps
(PHPM) P°Nw�Psq... Tole,Dynamic Mead(Faet ofwtrmp Series High Head Pumps Full-Rated
(JEP)Per square Inch)fPsq 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
128.0
16' MAX. LENGTH: 32'
-
�° FILTRATION PUMP MIN. DEPTH: 3' MAX. DEPTH: 5'
^° a SHAPE: CUST ELEVATION: TBD
M FILL FROM EXCAVATION: STOCKPILE
79.0 _ ad TILE: INTERIOR FINISH: GEM FILTER: CS200
Ib.° 25 PUMP MAKE PER FBC 4501.20
0.0 ePunp,sgsxpnµur JeP.i°xP,aJsp RPM PUMP HP:POOL 2.7HP ePUMP $pq JANDY 2.0 HP PHPM
--_ _-20 �N`�PY!]XPfMA1R JlP-0.l NP,SbO RPM 43 ft. FILTRATION PUMP COMPLIANT WITH ANSIIAPSPIICC-152011
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PnPM z s to �'
° -.PVmP Y88xPZPpAUT JEP.Z,O xP,J000 RPM
H P�Pn,Ts - �.�mP�98xPzzo.PT°EP.,sxP°P�RPM LIGHTS: POOL (4) LED SPA ( ) H
1 LED
P"� _ ° .P-m vss~P]P.m .Pump ssxP�,eaeTJEP]9x ]"eRPM TRNFORM: POOL SPA
0 6 Oe rJEP ie"P 1S00 RPM �aPomP e93"Pi]PAUT JEP 15 xP]WO RPM
P aPumP.USSHP210AUT
T� \ISEP 1.5 HP,1500 RPM
0 0 m M RO MI R m M ao toe ,W ,m ,a In ,MI ,W ,ip no ,w au ],P ao ao -
Pe° s° °° 20 2� �9 �° MAIN DRAIN:POOL CHNL SPA CHNL
o 1. 1. SKIMMER: (1)
MI..R.I.-Gallons PP,Min-(GPM) Flow Rated,Gallons Per Mmute(GPM)
o RETURNS: POOL (3) SPA (2)
JET PUMP CURVE 8 CIRCULATION PUMP CURVE 7 BABY FENCE NO CLOSER THAN 20" FROM WATERLINE Lu N � JETS: POOL NA SPA (6)
Scale: NITS F1 Scale: NITS F1 $ --------------------------------------------o
xm
VALVED VAC LINE: INCL FILL LINE: INC
LO
DISCHARGE LINE: TO GROUND
y c 5 ft. CHLORINATOR: JANDY AQUA PURE 1400
2"SCH 40 �- - HANDRAIL: NA LADDER: NA
O O P1 Ow P2 1.5"SCH 40 ® AUTO-FILL . O DIVING BOARD: NA SLIDE: NA
v '
SKIMMER HEATER: HOOK-UP OWNER'S ELECTRIC HEATER
cv VACUUM HEAD: INCL POLE: INCL
r VACUUM HOSE: INCL BRUSH: INCL
HE 18 5 FT (4)BUBBLERS LEAF SKIMMER: INCL TEST KIT: INCL
t �
OVERPOUR TREE/STUMP REMOVAL: NA
9 _ COPING REMOVE EXISITING CONCRETE: NA
8 2"SCH40 R J J = PUMP POOL PATIO: INC
G � - N y SCREEN ENCLOSURE: NA G
KEY: 7 ELECTRICAL: ED'S
1.2"RETURN TO SPA 4 5 6 = v v
U TILE SPILLWAY POOL PATIO: FLOKRETE
2.2.5"POOL RETURN LINE TO FIRST TEE,1.5"TO POOL � 3 � 5 ft.j6.0 in. _N-� �
3.2"BUBBLER LINE 0
y N 5 FT ii EXISTING PATIO: FLOKRETE
4.2"SKIMMER LINE
5.3"POOL MAIN DRAIN EQUIPMENT LAYOUT 7 $ 18" __ _ _ c 2.5"SCH40 II � COMPASS MOSAIC UMBRELLA I DECK DRAIN: INC
6.1.5"VACUUM LINE Scale: NTS I 3 FT 12" 12" O 1'scHao
BY A&G POOLS SLEEVE I POOL CAPACITY: 16,336 GAL.
G HOOK-UP OWNER'S SPA CAPACITY: 700 GAL.
7.2.5"SPA SUCTON MAIN DRAIN J y !! I ELECTRIC HEATER TURN-OVER RATE: 6-HRS.
8.3"JET SUCTION STEP
9.2.5"RETURN TO HYDRO JETS SCH 40 ® 240 SQ. �R o I TERMITE TREAT: INCL BARRIER: INC
CERTIFICATE OF COMPLIANCE o IN.MIN. I MAX.WATER VELOCITY: 6 FPS FROM TRUNK
P1.2.7HP JANDY VARIABLE FHPM PUMP WITH W/APPR HAIR AND LINT CERTIFICATE O F COMPLIANCE '� - S y 5 ft. 6.0 in.
o J J EQ TO 8FPS SUCTION LINES,10FPS MAX RETURN
STRAINER °' I BEDROOM 4 MIN. SKIMMER FLOW: 25 GPM
P2.2HP JANDY JET PHPM PUMP WITH W/APPR HAIR AND LINT STRAINER
The following products have been tested to ANSI/APSP-16 2011 per Section 1404 of the Virginia The following products have been tested to ANSI/APSP-16 2p11 per Section 1404 of the Virginia y+ o I EQUIPMENT PAD
HE.ELECTRIC HEAT PUMP SUPPLIED BY OWNER Graeme Baker Pool and Safety Act(VGB-2008)and safety regulations set forth by the CPSC v SPA IS SURFACE AREA OF POOL: 456 SQ. FT.
Graeme Baker Pool and Safety Act(VGB-2008)and safety regulations set forth by the CPSC = I PER FBC ,
F. CARTRIDGE FILTER W/PRESSURE GAUGE AND AIR RELIEF VALVE These products are manufactured by Custom Molded Products, Inc.in Shanghai, China and These products are manufactured b Custom Molded Products, Inc_in Shanghai, China and O FLUSH PERIMETER OF POOL: 110
certified by Underwriters Laboratories,Inc.,at 2929 E.Imperial Highway,Suite 100,Brea,CA 92821 Y g yj N I 4501.22(9.2)
(MUST HOLD 35 PSI FOR 30 MINUTES MINIMUM certified by Underwriters Laboratories,Inc.,at 2929 E.Imperiaf Highway,Suite 100,Brea,CA 92821 M .� RAILING: NA
l ) (ph- 714-223-3600) or IAPMO R&T Lab at 5001 E_ Philadelphia Street, Ontario, CA 91761 R 18" 5 FT iv VACUUM FITTING W/SELF-
h:909-472-4100). A co of the test results may be found at www.uLcom or www. lc1Ja moor (ph: 714-223-3600} or IAPMO R&T Lab at 5001E Philadelphia Street, Ontario, CA 91761 Q CLOSING SAFETY COVER o POOL
W.1.5"TO WASTE OR TO GROUND (P PY Y P P g-
(ph:409-472-4100). A copy of the test results may be found at www.ul com or wwwpld.iapmo_org. v I
V.VALVES(TYP) (HAYWARD MODEL#400 = I EQUIPMENT
B. PB-2008 WATER BONDING TO GRID SEE DETAIL A/8 a I ANCHORED
Vac N PER
F S.JANDY AQUA PURE 1400 SALT SYSTEM _ _: _>� _ � _ ,_S N I FLORIDA F
�,_-:-'-. : :----- 9 0 -1.5"SCH 40
R I BUILDING
x
CODE 2020
in v I
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TECHNICAL GUIDE � TECHNICAL GUIDE -------------� r I R4501.22 �APPROVED WITH THE 2020 FLORIDA BUILDING CODE FOR
FLOW wnu FLoon wnu I RESIDENTIAL 7T"EDITION AND THE ANSI/APSP-7 2013 FOR
PLVM&NG PORTS FLOW FiOW PLUMBING PORTS FLOW Flow VERIFY EXACT
RATE RATE MR RATE � I SUCTION ENTRAPMENT AVOIDANCE
iz;� 3L12 I LOCATION IN
32JP 1
L15^ (,N,FER ?68GPM 15)GPM Z,5 C"ENTEF aeRGPM 2bRGPIA - - - - - - - - - ----- -----------J
REC.PUMP=2.70HP JANDYFHPMVARIABLESPEED 1- CENTER 111 ,m vscPM 2- -TER IE-M Ia2GPM FIELD WITH A. ALLEN ENGINEERING LLC CA NO. 33042
'pM 2367 7T" STREET LA VERNE CA 91750
LOW SPEED-36 GPM MAX 'Ea^'Iw, IRiFiEOM^.2oI;TOEPT�TEn. aol �_ J'19' -�- lo.p _� ----z----CENTER ,e.�PM.--'TECPM
, ,
HIGH SPEED=117 GPM @ 50 TDH -1- '°p -� I TO THE BEST OF MY KNOWLEDGE, THESE
2.5"SUCTION PIPE @ 117 GPM=7.98 FT/SEC. "E°DLOn
(8 FT./SEC.MAX.-SUCTION LINES) `o"°�' I DRAWINGS AND SPECIFICATIONS COMPLY WITH
3"BRANCH PIPE @ 117 GPM=5.74 FT./SEC. G i ? ? 7S• ,
(6FT./SEC.MAX.-PRESSURE LINES) 29 ls' I THE APPLICABLE MINIMUM BUILDING CODES
2.5"PRESSURE PIPE @ 117 GPM=7.98 FT./SEC. ) 20 SEAL:
(10 FT./SEC.MAX.-PRESSURE LINES) Aaron H
IGPM) B0 1fi9 240 329 U FLOW B° ia9 240 329 I
340 SQ.FT.CARTRIDGE FILTER X 0.375=127.50 GPM IGPMI
BACKWASH VALVE NO I BATH 3
I
DATE OF MANUFACTURE: DATE OF MANUFACTURE, I Allen E
THERAPY PUMP=2HP JANDY PLUS PHPM
LOW SPEED=36 GPM MAX. I
E HIGH SPEED=147 GPM @ 44 TDH MAX.
3"SUCTION PIPE @ 147 GPM=7.29 FT./SEC.
(8FT./SEC.MAX.-SUCTION LINES)
2.5"PRESSURE PIPE @ 147 GPM=7.99 FT./SEC. ---- DECO-DRAIN
10 FT./SEC.MAX.-PRESSURE LINES Aaron H.Allen,State of Florida,Professional Engineer,
CUSTOM MOLDED PRODUCTS 136 HERRING ROAD,NEWNAN,GA 30265 WWW.C-M-RCOM CUSTOM MOLDED PRODUCTS 136 HERRING ROAD,NEWNAN,GA 30265 WWW.C-M-P.COM License No.86620 2021 .01 .
This item has been digitally signed and sealed by
ANSI-7/ANSI-15 8 POOL DRAIN CERTIFICATION (;E
Aaron H.opies fthis documn the ent
tare not
ted considered
SPA DRAIN CERTIFICATION 6 3 ft. Printed copies of this document are not considered 19
Scale: NTS E Scale: NITS Scale: NTS E Signed and sealed and signature must be verified on any
Electronic copies
NOTES: GENERAL NOTES:
1.ALL ELECTRICAL TO COMPLY WITH 2017 NATIONAL ELECTRIC CODE. SAFETY BARRIER PER FRC 4501.17-4501.17.1.15 &
2.GROUND
THAN CU WITHIN IG MIN.CONDUIT FOR POOL LIGHT ID, 1.SWIMMING POOL CONSTRUCTION TO COMPLY W/FLA.BLDG.CODE AND FLO-KRETE 09:05 :31
3.GROUND ALL BOXES,LIGHTS,MOTORS,ETC,WITH#8 SOLID,BARE COPPER. ASTM5O34-95, ASTM D3787-89, ASTM 653-96
4.ALL POOL PUMPS TO GFCI PROTECTED PER NEC 680.22(B) WITH ALL LOCAL ORDINANCES AND ZONING REGULATIONS. EXISTING OO
5.INSTALL 125V 15 AMP WEATHERPROOF DUPLEX GFCI RECEPTACLE AT LEAST 10' of
2.SWIMMING POOL TO BEAR ON ROCK OR UNDISTURBED SAND.ALL WALLS
AWAY AND NOT MORE THAN 20'FROM THE INSIDE WALL OF THE POOL COVERED PATIO 0^ O O
6.POOL PANEL AND SWITCHES MUST BE AT LEAST 5'FROM THE INSIDE WALL OF THE AND FLOORS SHALL BE GUNITED OR POURED IN-PLACE CONCRETE W/ R4501.17.1 THRU R4501.17.3 (} I �
POOL MINIMUM 3,000 P.S.I.CONCRETE(@ 28 DAYS)COMPRESSIVE STRENGTH.
7.PROVIDE PROPER WORKING CLEARANCE SPACES FOR ELECTRICAL EQUIPMENT AS 3.ENGINEER SHALL BE NOTIFIED IF SOIL BEARING LESS THAN 2500 P.S.F.,
PER HO-26 OF NFPA 70 OR MUCK,SILT OR LOOSE,SOFT SOIL IS FOUND.A SOIL BEARING CAPACITY POOL BARRIER PER FRC 4501.17-41.1.17.3 AND
OF 2,500 P.S.F.HAS BEEN USED IN THE DESIGN. ANSI/NSPI-5-1995
AARON H. ALLEN PE, FL REG. NO. 86620 FL
4.REINFORCING BARS SHALL BE NEW BILLET,GRADE 40. JOB INFORMATION
5.ALL POOL PIPING TO BE P.V.C.SCHEDULE 40 MIN. AND BEAR THE N.S.F. BABY BARRIER FENCE PER PLAN AND
D HEAT PUMP W/(2)#6 CU,(1)#10 NUET. 2.OHP JANDY PLUS HP PUMP MOTOR W/BUILT- APPROVAL. 48" HIGH YARD FENCE (SEP. PERMIT) BUILDER/JOB NAME: CUESTA D
&(1)#10 CU GROUND IN CONDUIT IN OVERLOAD SWITCH W/3-#10 THHN CU 6.BACK-WASH SHALL BE IN COMPLIANCE WITH LOCAL ORDINANCES. ADDRESS: 465 SE VERADA AVE
(SUPPLIED BY OWER) , WITHIN'/"MIN.CONDUIT 7.DISPOSAL OF POOL WATER SHALL CONFORM TO LOCAL ORDINANCES.
CONTROL/POOL PANEL W/80 AMP- SURFACE GRADING SHALL CONTAIN WATER WITHIN PROPERTY LINES. CITY: PORT ST LUCIE
2 POLE BREAKER W/INTEGRAL TIME CLOCK PONDING SHALL NOT PERSIST FOR MORE THAN ONE HOUR. PERMIT NO.:
FOR PUMPS,MOTOR,AND HEATER MANUAL MOTOR SWITCH 8.WATER SUPPLY&DISPOSAL SHALL BE INSTALLED SO THAT THERE IS NO DATE DRAWN: 01/05/21
(3)-#6&(1)#10 GROUND TIME CROSS CONNECTION WITH A DOMESTIC WATER SUPPLY OR WATER REVISION DATE: NA
CLOCK DISPOSAL SYSTEM.
THHN CU IN 1"RPVC CONDUIT VARIABLE SPEED FLOPRO PUMP MOTOR
W/BUILT-IN OVERLOAD SWITCH W/3-#10 THHN 9.GRATE AT MAIN DRAIN SHALL HAVE A FREE AREA OF 4X THE AREA OF DRAWN BY: F. DELROCCO
CU WITH-IN%"CONDUIT THE SUCTION LINE
CHECKED BY: AARON H.ALLEN
S.P.S.T.TOGGLE_ ♦ 10.HAIR&LINT STRAINERS SHALL HAVE A REMOVABLE SCREEN W/A CUSTOMER APPROVAL:
SWITCH W.P.DISCONNECT MINIMUM FREE AREA OF 3X THE AREA OF THE SUCTION LINE. APPROVED BY:
11.ELECTRICAL: INSTALL WIRING&DEVICES AS SHOWN IN"POOL DATA"
HEREON.LIGHT CONNECTION TO CONFORM TO NATIONAL ELECTRICAL SCALE: 1/4" = 1'
(4)POOL LIGHTS 12 VOLT TRANSFORMERS
(GFI NOT REQUIRED) CODE-LATEST EDITION.
12.ALL METALLIC CONDUITS, PIPING SYSTEMS, REINFORCED STEEL, LIGHT
JUNCTION BOX FIXTURES&HOUSING,METAL PARTS OF LADDERS, HANDRAILS, DIVING YEARS
BOARDS&SUPPORTS TO BE BONDED TOGETHER&GROUNDED TO A
(1)SPA LIGHT IF APPLICABLE COMMON GROUND.BONDING CONDUCTOR SHALL NOT BE SMALLER THAN OF
(GFI NOT REQUIRED)
#8 COPPER. � 3 0 e xcE>rLeNCE
13. NO OVERHEAD OPEN WIRE OVER POOL WATER.
C 14.CARTRIDGE FILTER SHALL HAVE A FILTRATION RATE NOT TO EXCEED 3 \} (CC
F=-) C
G.P.M./S.F.OF FILTER AREA.NO BACK-WASH REQUIRED. Q
15.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE POOLS' �UV�o
BEFORE STARTING THE PROJECT.CONTRACTOR SHALL VERIFY LOCATION
OF ELECTRICAL SERVICE BY F.P.&L.COMPANY. 0 ft. 4 ft. 8 ft.
16.SPECIAL ATTENTION SHALL BE GIVEN TO EXISTING FOUNDATION TO
ELECTRICAL SCHEMATIC 7 PREVENT UNDERMINING. 8880 GLADES
Scale: NITS C 17.PLANTER SPECIES SHALL BE SELECTED WITH NON-INVASIVE ROOT
SYSTEMS(SPECIES SELECTION BY OTHERS). PORT ST. LUCIE, FL 34986
DECK PER DETAILA/5 NOTE: NOTES: NOTES: NOTE: SYMBOL LEGEND
1.WHERE APPLICABLE PER NATIONAL ELECTRICAL CODE 1.APPROVED MAIN DRAIN FRAMES AND GRATES PER V.G.B. 1.CHANNEL DRAIN GRATE SHALL BE SECURED IN PLACE DECK PER DETAIL A/5 1.STEEL REINFORCEMENT IN CONCRETE AGAINST EARTH SHALL HAVE A MINIMUM COVER OF 2" NOTES:
WATER LEVEL ASME/ANSI 112.19.8-2007(SEE CERT.OF COMPLIANCE) SO THAT TOOLS ARE REQ.FOR REMOVAL FLUSH 1.WHEN PROVIDED SHALL BE AT 20"MAX.BELOW THE WATERLINE
2.STEP 9"BELOW WATER LINE,MIN.240 SQ.INCHES SPA (1)#5 OR(2)#3 REBAR(S) 2.Per F.R.C.4501.18 AND ANSI/NSPI-5-2003 EXISTING FACILITY CHANNEL
2.APPROVED WITH THE 2020 FLORIDA BUILDING CODE FOR
Q RESIDENTIAL 7T"EDITION AND THE ANSI/APSP-7 2013 6"X6"TrLE 8„ J DRAIN
? D p DECK PER DETAIL A/5 FOR SUCTION ENTRAPMENT AVOIDANCE 4 8" XX.X' ELEVATION MARKER
FROM POWER SUPPLY p Q STEP ��i SKIMMER
UNBLOCKABLE CHANNEL DRAIN 'I D4 SPA BENCH 18 � I 4" DECO DRAIN
20"MAX.1" LIGHT CONDUIT oaD BELOW W.L. L WA FORM OR LU MAIN DRAIN
TIEX
#8 GROUND WIRE p 4 INTERIORFTwALL I 8" BABY BARRIERPPROVED GROUND CLAMP p I D FINISH 41, > � COLOR LEDB
B NICHELESS 12"O.C.B.W.CHANNEL DRAIN IDaBUBBLER E E .TO FILTRATION PUMP T ET P MP q qUNDERWATER OJ U 1LIGHT Eq. Eq. Q j O
CONTINUOUS BOND WIRE 3"PLUMBING o �� Q
UL JANDY UPLIGHT f� VACUUM LINE
COMMON TO POOL STEEL, LINES FROM 3"SUCTION LINE MAX.181 G.P.M.
RAILS&EQUIPMENT 3"SUCTION LINE TO PUMP SUMP W/3"TEE 6R1 TOP VIEW CUT SECTION i, 18" DOOR/WINDOW ALARM REVISION
POOL FINISH MAX:181 GPM 18 FPS
UNDERWATER LIGHT 8 HANDRAIL BONDING 7 SPA DRAIN TYP. 6 SPA WALL SECTION 5 JOB SPECIFIC DETAIL IF REQ. (�4 JOB SPECIFIC DETAIL IF REQ. 3 SWIMOUT CUT SECTION 2Scale: NITS B Scale: NTS B Scale: NITS B Scale: NITS B Scale: NITS Scale: NITS B
Scale: NTS B
NOTES: NOTES: 32'
NOTES: NOTES: CONCRETE
NOTE: 1.APPROVED MAIN DRAIN FRAMES AND GRATES PER V.G.B. EXCAVATION INTO ANGLE OF REPOSE ALLOWED IF: I
1.MINIMUM 18"FROM ENTIRE EDGE OF POOL PERIMETER BURIED 4"TO 6"DEEP 1.REMOVE GRATE&WELL POINT PLUG FROM MAIN DRAIN 1.SHORING IS SUFFICIENT TO SECURE SOILS FROM EROSION/SETTLEMENT 5'
1.PB-2008 TO BE INSTALLED NEAR OR UNDER EQUIPMENT PAD COVE/ANSI MUST
BE.REEL (SEE CERT.OF COMPLIANCE)- l 2"X4"@ 24"Q.C. I I 5� SUNDECK
2.INSTALL PER N.E.C.2017 SEC.680.26(WHERE ADOPTED) COVERS MUST BE REPLACED EVERY 5 YEARS &ATTACH AUX.PUMP LINE WHEN EMPTYING POOL OVERPOUR \a. 2.NO UNDERMINING OCCURS UNLESS APPROVED BY ENGINEER
3.#8 SOLID COPPER BOND WIRE WITH APPROVED CLAMPS ON EACH SIDE OF POOL(4 TOTAL) 2.FOR DEPTHS GREATER THAN 6'ADD 1-43 COVE BAR @ 3.COMPACTION TEST PROVIDED AT C.O. I 1/2"PLYWOOD _ 12"MAX
EQUIPMENT PAD D 2.APPROVED WITH THE 2020 FLORIDA BUILDING CODE FOR - - 4' 9 ft. i AID Q- L - o -
18"MIN. DECK PER DETAIL A/5 RESIDENTIAL 7TH EDITION AND THE ANSI/APSP-7 2013 FOR 3.SLOPE DECK''/."PER FOOT 6 ft. ' I WATERLINE TILE 74 --
8 s . .4.2,500 PSI REINFORCED FIBER MIX 3' __ 12"MAX
PB-20O8 (ENTIRE PERIMETER) SUCTION ENTRAPMENT AVOIDANCE 3 ft. _- 6"X6"TILE p - 12"MAX
L - - - NOTE: L J p f1.SHORING TO BE INSTALLED WHEN POOL I I I I FLOOR SLOPESa 4 UNBLOCKABLE SECURED GRATE a coMaAC FINISH - ,----- - EG5�TOOLS REQFINISH
UIRED OR EXCEEDS THE ONE TO ONE RATIO OF .FT N•TED SOIL ------- - -_ ISTi - THE ANGLE OF REPOSE - - - MAIN DRAIN
W.L. INTERIOR „ /4 a p q #3-- 1i2"10. B.W. / e _ D 610"MIN.> CHANNEL DRAIN FOR REMOVAL � I � I I I_ I - I I I � -
_ /� IST FTGNG WIRE _TO GRI PPER WI @ @ - EX - ----
BONDIN solL /�R a ��-- ---- O.C.E.W. 12 O.C.E.W. 12 O.C.E.W. 12 - /QT ---- 4 -$OIL C STEP NOTES: A
A AUGE SOLI C 4 WALL#3 6'WALL#3 8 WALL#3 /��R - - - a - - -__-__ 1.TREAD IS MIN.OF 10"WIDE.
D ------ - - j
3"PLUMBING LINES THREADED ----- SOIL o 5'OR 1:1 --- NOTES: 2.RISER NOT GREATER THAN 12"EXCEPT IF MORE THAN(3)TREADS ARE USED.
TO FILTRATION PUMP FROM SUMP W/3 TEE SOIL 6 FPS MAX PLUG 1.(5.6.1)THE SLOPE OF THE FLOOR FROM THE SHALLOW END WALL TOWARDS THE DEEP AREA SHALL NOT EXCEED 1
C 3.ALL STEPS TO BE SOLID GUNITE 4000 PSI.
FOOT IN 7 FEET TO THE POINT OF THE FIRST SLOPE CHANGE
3' SUCTION LINE MAX.181 G.P.M. 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
TO PUMP - - --I OF OPPOSITE COLOR OF GEM FINISH FOR VISIBILITY
#8 SOLID COPPER BOND 8 FPS MAX GRAVEL - INCHES AND BEAT LEAST 6 FEET FROM THE SHALLOW END
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 WIRE W/APPR.CLAMPS EQUIPOTENTIAL BOND GRID 7 POOL DRAIN TYP. 6 BED TYP. WALL SECTION &WELL PT. 5 WALL THICKNESS REQ. 4 SHORING REQUIREMENTS 3 EXCEED FOOT IN3FEET SECTION THRU POOL
Scale: NITS A (SEE NOTE 3) Scale: NTS A Scale: NTS A Scale: NITS A Scale: NITS A Scale: NITS A 4.WALLS SHALL NOT SLOPE>11 DEGREES Scale:NITS A
5.HAND HOLD TO BE INSTALLED WHERE DECK RAISED+6"ABOVE POOL
8 7 6 5 4 3 2 1