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Simplified Total Dynamic Head Calculations for Totid HIiad In Pw ConvenMon Chan, EXCEPTION ROPE AND FLOATS GENERAL DESIGN REQUIREMENTS P471sm"
Deloreto Residence TINSTALLED IF LESS THAN 5' DESIGN DIMENSIONS SHALL COMPLY WITH
--L- . . I . I'. n,I. 1 11 " I SPECIFICATIONS IN NSPI 5 AND NSPI 3 BASED ON THE
Maximum Pool Flow Demand Calculations la POOL TYPE,
Pool Volume 14,536 gallons
-SLf IF SASHALL MEET THE MANUFACTURE'S
Turnover Time 480 minutes SE NSPI 5 RE; INSTZL TION REGOI EMENTS,
REOUR
8D me HANDHOLDS -ENTRY/EXIT� IRED AT THE SHALLOW END AND
Maximum Pool Flow Rate. GPM D E END IF OVER 5 FEET DEER ACCEPTABLE ARE
I q. x SE P
i Maximum Spa Flow Derni ind Calculations TAIRS,(10' MIN TREAD WITH 240 SQUARE INCH MIN.
t AREA, 2' MAX.RISER WITH INTERMEDIATE TREADS
70 Number of Jets 4
2 AND RISERS UNIFORM), LADDERS,UNDERWATER
Jet Flow Rate 2 SEATS,AND SWIM CUTS (MAX.20- BELOW WATER),
-CIRCULATION SYSTEMS,COMPONENTS AND
60 Maximum Spa Flow Rate 8 GPM P EQUIPMENT SHALL COMPLY WITH NSF 50,
Miximumi Flow Demand 30.28 GPM s a J -THE MAXIMUM TURNOVER RATE IS 12 HOURS,
-FILTERS SHALL HAVE AN AIR RELEASE AND
so Design Flow Pate 40 GPM .1 .1 .1 41. 1. _!14 11 deg. P
2E, MAX RESSURE GAGE.
umber of Branches 3 MAX, -PUMPS 3 HP AND LESS SHALL MEET ANSI/ULIGBI
P 6' MAX. CORROSION RESISTANT WITH STRAINER AND MEET
ipe Sizing size :Max Allowable Velocity Est.Velocity RADIUS
40 1 1 -1 , 1 11 - -,!- . ..--.. - 22., THE REQUIRED FLOW.
BrarvchPiping 1.5 6 fps 2.42 fps -SURFACE SKIMMERS SHALL MEET NSF 50 AND
Tru I nk Piping 8 fps 63 U.-R.-lm_:s_-1w,- 3 THERE PSHALL BE ONE FOR EVERY 800 SQUARE FEET
4.09 fps - MA [IF SU FACE AREA,
30 Retum Piping 2 10 fps 4.09 fps -L.- _RETURN INLETS SHALL BE A MINIMUM OF ONE FOR
L------ -w�MIN EVERY 600 SQUARE FEET.
Factory Preset Speaft Suction Piping 2 6 fps 4.09 -n-
'M- - -L- TO SLOPE CHANGE
20 assist 311ORPt4 -HEATER SHALL MEET ANSEZ21.56 OR UL 1261 OR
Head Calculations done with Hazen-Williams using c oflSOfbr PVC Pipe UL559,
000 2350 ILF" DISINFECTANT EQUIPMENT SHALL COMPLY WITH NSF 50 -J
-PRESSURE TEST PIPING AT 15 PSI FOR 30 MINUTES OR
10 Mass, 1500RPM Distance tom pool to pump 100 It(MAX)
Suction P!I ps TDH 1.87 ft POOL SECTION DETAIL MEET LOCAL CODE IF GREATER.
7w RPM 1.87,111: -.1 X
Return Pipe TDH -4 SCALE:112"=1'-O" ELECTRICAL REQUIREMENTS: Ow
Filter Loss 2.50 It - 0>
20 40 60 so 100 120 140 -WIRING AND BONDING AND ALL ELECTRICAL TO NEC 0-
0 160 Heater Loss 0�66 ft ART 680 OR LOCAL CODE. C3
Loss NOT�SGFRII 680,26, Lj L)
Flow Raw in U.&GPM Chlorinator 0.500 M OL
THE F LLOWING ITEMS SHALL BE CONNECTED I[]AN
Backwash Valve 9.00 it EQUIPOTENTIAL BONDING A SOLID COPPER
NOTE Th.d-t b-d-owum p-fi-Ba ra-a 4�7 PINVIC V-6-1 MOTF�RELD TOM�T BE EQUAL TO OR TREIBER D CK FINISH GRID WITH , > Z
I Main Drains 0.06 It THAN THE CALOUL-ATED TOO PER CONTRACTOR CONDUCTOR NOT SMALLE THAN 8 AWG -1 <
7SO APM.I SW"K 2350 RPM and 3110 RPM.Hovnww.fl..�vwn*ko b.cMoLcon GAGES TO BE INSTAU-M AT THE TIME M F04AL 04ON-SLIP) LCMETALLIC STRUCTURAL COMPONENTS,INCLUDING tb
p,.V--d br-tho rant�s of 400 RPM..d 34SO RPM h&..d by dw blue Zolar Heater 0-0(Tft 94VECRON FOR VERIFICATIM R INrERCIN6 STEEL. t�
Total Simplified MH 16.mft N TO ALL ELECTRICAL AND PLUMBING 4' AR FYR CON PET DECKS, 2,UNDERWATER LIGHTING. E-4 44 Z>
CLE 40 DECK12500 PSI(MIN.> 3.METAL FITTINGS IN THE POOL THAT ARE EITHER <
JOR U` C NC,W FIBER MESH OVER 4' IN ANY DIMENSION OR THAT PENETRATE L)
To CPERTINENT NATIONAL AND STRUCTURAL INTO THE POOL SHELL MORE THAN 1'.
LEI AL CODES, ELEMENTS I IM M Z
FOR PAVER DECKS� 4,ELECTRICAL EQUIPMENT ASSOCTIATED WITH THE 0, E3 C3 X
6- ELECTRICAL FPAVER DECKS TO BE:INSTALLED OVER POOL WATER CIRCULATING SYSTEM, C4 Eli L,U I.-
A
CONTROL BOX 12,C NC.CURB W1(2)#3 REBAR CUNT. 5L METAL WIRING AND EQUIPMENT THAT ARE WITHIN M 3:a,
TOP OF DECK-\ REBAR SHALL BE BONDED. EITHER 5'HORIZONTAL OR 12' VERTICAL FROM THE Q I,-p
2'CAP TILE -TOP Or DECK HIGHEST WATER LEVEL OF THE POOL C3
OR BULLNOSE L3
LIN
IhE OF GRADE 4 REINFORCING STEEL MAY BE USED TO CONSTRUCT
THE EQUIPOTENTIAL BONDING GRID SO LONG AS THE C4
RODS ARE N TOGETHER BY THE USUAL STEEL w 6
2 VE A S DO DED I V Z
77;;'! 6 xS BUFIDING BEAM 8' TILE WATER LEVEJ-/ WIRE OR E QUIVALENT. THE EQU POT_NTIAL BONDING
DCAL Z. WATER LEVEL-/
BEAM NOT REQUIRED IF 6 GRID SHALL EXTEND UNDER PAVED WALKING LIJ r3
SURFACES A MINIMUM OF THREE FEET BEYOND THE III-'D I.-
> WALL THICKNESS IS 8' ED 6'.8. EDGE [IF THE POOL� Co (1)Z
7 OR GREATER NDING BEAM
Ax�
VENT DETAIL 77..
SCALE:112"=1'-0" ;5 FIBER OPTIC LIGHT j
C3
MIN, 6' CONCR TE FLOOR 8'xB' FOOTING,(OPTIONAL) XZ IX
NOT (2) OR (11 5 REBAR CONTINIOU ASTIC C POOL FINISH I.A.
0 S Ll HT NIC
TH VENT LINE SHALL BE TIED TO THE LINE THAT N 3' CHAIRS & GROUNDED PER CONTRACTOR
E FINISH 3/8'MARCITE OR
TIES,THE DRAINS TOGETHER T C SUCTION LINE SHALL GATE
BE T ED THE SAME WAY AS SHHOWN IN THE DIAGRAM. EXPOSED AGGRE -FLORIDA BUILDING CODE R4101
THE VENT SHALL BE AT LEAST 18'LONG AND NO MORE
G. 4'MIN. WALL & FLOOR THIC THE POOL CONTRACTOR IS RESPONSIBLE FOR
THAN 30' LUNIM THIS SYSTEM WILL REACT WITHIN THE 350 pM (MIN.) CONC.W/#� A FURNISHING ALL DETAIL DESIGN REQUIREMENTS
'3' SECOND I E FRAME 12'0C.C. EACH WAY, TIE ALT, INTERSE TIONS FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH
15' MIN OVERLAP. 2' MIN,COVERAGE THE FLORIDA BUILDING CODE,AND ALL
ON STEE W/CONC, TO ASTM A15.ASTM A305 #3(3/ )0
R BAR 12' CONSTRUCTION SHALL MEET ALL APPLICABLE
RIC B FLOOR DRAIN C OD S INCL DING PLUMBING,ELECTRICAL AND
WAYS, GAS' PIPINU SHALL BE SCH,40 PSC, NSI`p�,MAX.
MINIMUM 48' HEIGHT BARRIER GROUNDED 6'CONCRETE FLOOR PRE'SSURE VELOCITY 10 FPS, SUCTION 6 FPS
TH RD L PLAN SHALL SHOW THE DESIGN PLUMBING AS
AROUND POOL PERIMETER PERE THEO S AMP E WITH THE INFORMATION
TOP 01 DECK TYPICAL FLOOR AND WALL SECTION RE UIR SHE WL"N MAIN DRAIN PLUMBING SHALL
BEC)TWOEDDRATNS SEPARATED BY 3' WITH APPROVED V4
WATER LEVEL SCALE:N.T.S. ANSI�ASME A112.19.8M COVERS.AS AN ALTERNATE q
THE APPROVED DRAINS MAY BE PLACED ON .4 94 rn
12' !1 N `4
RAISED BEAM RAISED BEAM 10' WALL THICKNESS A COMMON SUCTION LINE, SUCTION GRATES MAY 4
31300 PSI(MIN)CITING,W/#5 BARS BE USED IF APPROVED AT A MAXIMUM OF 1 112 FPS 0
18' RAISED SPA 10' OX.EACH WAY, TIE ALT, INTERSECTIONS #8 AWE COPPER CONDUCTER TO BONI)EQUIPMENT AND THE SUCTION PIPING IS RECESSED FROM THE
25' MIN. OVERLAP,2' MIN,COVERAGE POOL EQUIPMENT PER NEC 690,26(TYP)SEE NOTE THIS SHEET. GRATE THE DISTANCE EQUAL TO THE SUCTION PIPE .04
SEE SPA PL.AN OPTIONAL 12V LICH ON STEEL W/CDNC.TO ASTM A15, ASTM A305 SIZE. IN ADDITION A SAFETY VACUUM RELEASE
W/TRANS, 3/4' BRASS BDU L MAIN DRAIN
EQA
OR PVC(SEE NOTES' UIRED(TAMPER ELECTRICAL SYSTEM MUST BE: INSTALLED, THIS MAY CONSIST OF
PROOF/ SEE NOTES) 10' SUN SHELF CONTROL BOX 3-0' FOR CEINCRETE DECKS� AN AIRORELEASE SYSTEM. THE VENT PIPE SHALL BE
43 REBAR 12'OC TURNED OUT INTO DECK TIED T THE MAIN DRAIN LINES, SIZED THE SAME AS
FOR A MINIMUM OF 3'FROM EDGE OF POOL. THE MAIN DRAIN SUCTION LINE AND BROUGHT BACK
I THE FILTER LOCATION,ELBOWED UP AND OVER
3' SUCTION a I Q)
6'CONCRETE FLUOR W/113 BARS WITH A GRATE FOR PROTECTION AND LABELED 94
WALLS WITHIN 4' OF COLUMN PAD- 12-O.C.EACH WAY 'SAFETY VENT',
T S SKIMMERS DO NOT REQUIRE PROTECTION AND MAY
WALL IIHICK C S EQUAL TO 10'REINFORCED 2' VENT
BE DESIGNED FOR 30 GPM SUCTION.
WITH 5 RRAR I�To' O.C.EACH WAY THE FOLLOWING SHALL BE LABELED WITH RED 12
BELOW RA E WATER LEVEL
REQUIRED G D LABEL MARKER TAPE AT THE FILTER LOCATIJIN�
10" WALL (AS NOTED) SECTION PIPES, VALVES SAFETY VENT' OR 'SAFETY
'�-SKIMMER SKIMMER-/
SCALE:N.T.S. DEVICE',PLIMP( OFF SWITCH,
..::11 . IT HAS BEEN CERTIFIED THAT THESE DESIGN
COLUMN PAD<EXISTING)� --i�E -1. REQUIREMENTS ARE IN COMPLIANCE WITH THE
F 2014 FLORIDA BUILDING CODE, ANSI/NSPI-3 1992, -1
SWIM-OUT OR LADDER FIBER OPTIC LIGHT STANDARD FOR PER AN NTLY INSTALLED SPAS L
AND ANS I/NSPI-5 IM99SESTANDARD FOR RESIDENTIAL �A
REQUIRED<GP./#B IN-GROUND SWIMMING POOLS, 0
TY ICAL GR. FOR#3 WHERE,DEPTH IS OVER TOP OF DECK
2'BUT W1 H 5' DEEP ISEE NOTES) a
P Z
REBAR T
cu TO PUMP WATER LEVEL ENGINEER'S NOTES
HILLI
2' 13ENCH
D.NS E #3(3/8')0 1 ALL WORK TO BE DONE ACCORDING TO THE 2014 FLORIDA BUILDING CODES.
NO LRUTIT TO SHAP
4-8' WALL THICKNESS 2. MINIMUM DESIGN SOIL BEARING CAPACITY TO BE 2000 PSF.SOIL CAPACITY
EX REBAR 0 12'
OPTION�L DECK'WI, :EPT FOR DIVING 'S'"I"' CON" WX I""' TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. 5;
1/2 1 R11CTIONS 0..BOTH FOOTINGS TO BE EXCAVATED TO CLEAN SOIL,FREE OF VIED ION AND
PITCH N 6' 0 C,EACH WAY, T C ALT INIE WAYS. DELETERIOUS MATTER.CONCRETE SHALL BE PLACED ON ANEUTANTDISTURBED BASE. 5
N 15' MIN.OVERLAP. 8' MIN, COVERAGE GROUNDED
ON STEEL W/CONC. TO ASTM A19), ASTM A305 3. IT IS THE CONTRACTOR'S SOLE RESP NSWILITY TO DETERMINE ERECTION
0
PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND
ITS COMPONENT PARTS DURING ERECTION.THIS INCLUDES,BUT IS NOT -x4
ELECTRICAL REQUIREMENTS UMITED To,THE ADDIT ON OF WHATEVER TEMPORARY IBRACING*GUYS,OR
EQUIRE TIE DOWNS THAT MAY BE NECESSARY.SUCH MATERIA SHALL BE OVED
N L SCALE:112"�1'-0" AND SMALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION
13T S) OF THE PROJECT.
2'RETURN 4. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL
SKIMMERBREQUIRED FOR SPA WITH BE VERIFIED AND$HAUCONFORM TO THE ARCHITECTURAL DRAWINGS.
INDEPEN ENT FILTRATION SYSTEM 5' CONCRETE:
RAISED BEAM AND SPA WALL SECTION MINIMUM COMPRESSIV�,CONCRETE RRENGTH TO BE 3000 PSI IN 28 DAYS.ALL
CONCRETE SHALL BE READY MIXED AND IN ACCORDANCE WITH A.S.T.M.
SPECIFICATON C-94. ALL CONCRETE MODULAR UNITS SHALL HAVE A
DIRECT ACCESS SCALE:N.T.S. NO LIMITATION ON SHAPE COMPRESSIVE STRENGHT OF 1900 PSI WITH TYPE M OR S MORTAR,2000 PSL
WINDOWS 6. SLAB ON FILL:
DIRECT ACCESS INTE OR CONCRETE SLABS POURED ON FILL TO BE POURED OVER WATERP
LIGHTING AND BONDING R W RROOF
DOORS SAME AS P013L MEMBRANES.ALL SLABS TO BE REINFORCED WITH 6X6 10/10 WELDED E MESH.
GENERAL POOL PLAN DUAL MAIN DRAIN 7. ALL STEEL SHALL BE 40 KSI WITH A MINIMUM CLEAR COVER OF 3'AGAINST
SCALE:1/�"=1'-0" PROOF/ SEE NOTES)
REQUIRED(TAMPER SOIL AND SHALL HAVE A MINIMUM LAP OF 40 TIMES THE DIAMETER OF THE REBAR.
B.BASIC LOADING FOR FACTORED LOADING: S.L.H
SPECIAL SPA REQUIREMENTS, I 1.4D CIE11152M
MAX MUM WATER DEPTH 4', MAXIMUM SEAT DEPTH 2 1.2D+1.6L+O.SLr R.J.M
I VENT LINE 3. 1.D+1.6L,.O.SL -
28', MAX 4. 1.2D+1.6W+0.5L+O.SL, I=
RESIDENCE -FLOUR SLOPE 1-12 5. I.2D10.5L 2 9, 016
-STEPS� MIN TREAD 10' X 12', 7' MIN.RISER, 12'MAX. 6.
ALLCDOORS AND WINDOWS PROVI I G DIRECT ACCESS FROM HOME III POOL SHALL RISER E X CEPT THE BOTTOM STEP MAY BE 14' IF IT IS
B GET FED WITH EXIT ALARM IM�PLIING WITH UL 2017 THAT HAS A SOUND THE SEAT. INTERMEDIATE TREADS AND RISERS TO 8. O.9D+I.6W.2,OF. AS SHWW,
E IP RA L OPTIONIL 7. 1.2D+I.6%`+2.OFo+0.5L+0L5Lr
PESSURE RATING OF 85 1.AT I FEET. BE UNIFORM. IF THE SPA IS OPERATED CIRCULATION LINE ENTRY REQUIRE jw
P TU NOVER IF CON INUOUS A S <S 77&0�1,11
INTERMITENTLY IT SHALL HAVE A 13NE HOUR BE NOTES)
ALL DOORS PROVIDING DIRECT ACC:SS FROM THE HEINE TO THE POOL MUST BE IX HOUR TURN EVER
TURE 104 DEGREES,
EQUIPPED WITH A SELF CLOSING, ELF LATCHING DEVICE WITH A POSITIVE -MAXIMUM'TEMPrRAT
ME HANICAL LATCHING&OCKING INSTALLED A MIN.OF 54 INCHES ABOVE _MEET ANSI/NSPI ARTICLE XVII, SAFETY
THRESHOLD. INSTRUCTIONS/SAFETY SIGNS.
R R TEST PIPING AT 25 PSI FOR 30 MINUTES OR
P ESS E
EQUIPME I SCREENED OR PROTECTED WINDOWS HAVING A BOTTOM SILL HEIGHT OF 48 INCHES MEET L CAL CODE IF GREATER. THIS POOL PLAN COMPLIES
LOCATION OR M13RE MEASURED FROM THE INTERIOR FINISHED FLOOR OR -TIMER TO BE INSTALLED WITH114 VISUAL RANGE WITH THE 2014 FBC
KITCHEN WINDOWS MEASURED 42 INCHES OR HIGHER WITH A COUNTER BEANEATH GENERAL SPA PLAN
DO NOT NEED ALARMS,
SCALE:112"=1'-0" THIS POOL PLAN COMPLIES
WITH THE 2014 NFPA 70/NEC.
User No- SammyH Pt.-t Date- F�b 29, 2016 1149., Drawfing Name,ll\Projects\147002\147002-Detoretc-Poot\Detoreto-Pook.dwg
GENERAL DESIGN REQUIREMENTS TONS
Simplified Total Dynamic Head Calculations ibr Total Head In Feet conversion Chart EXCEPTION1 ROPE AND FLOATS Br
inn"merduN ry"acuum Gauge NSTALLED IF LESS THAN 5' DESIGN DIMENSIONS SHALL COMPLY WITH
100 a 2 4 6 e 119 12 14 is is / I IONS IN NSPI 5 AND NSPI 3 BASED ON THE
Deloreto Residence POOL TYPE.
0 2?. 4-f,
Pool Flow Demand Calculations
Z2 45 5_& 9A 11-4 118 16-9 1 227 -SEE NSPI FOR DIVING WATER ENVELOPES,
p:i ;::,ji: I - --- f
1: [ � I I I I _j
:1- ��il :::1!:!1 1!1!! ------- 14,536 gallons 2 4 8 69 V 11A 1-17 15 9 14.2' 20A ZZ7 2!� -SLIDES SHALL MEET THE MANUFACTURE'S
90 Pool Volume I \A/ATFR I TINE
1.1 3 6 9 9_2 I'S tS.7 18 18'' 20-15 SEE NSPI 5 R E INSTALLATION REQUIREMENTS,
Turnover Time 480 minutes 4 �,2 11E �31,0 10 M1 20, 1 .0 -ENTRY/EXIT1 REQUIRED AT THE SHALLOW END AND
-, _i__- I 22.d 11A� HANDHOLDS DEEP END IF OVER 5 FEET DEEP, ACCEPTABLE ARE
Maximum Pool Flow Rate 30.28 GPM 5 11,5 2.5 1 lei 18." zG 4i i2_3 25_1 27A Ld CL
27 X
6 1�Q lid 1 914 lid 71 ro 211,Q 34-Z U STAIRS (10' MIN TREAD WITH 240 SQUARE INCH MIN,
M -4 19�1
Maximum Spa Flow Demand Calculations - X LLJ
7 led 19A M 7 23 25 2 27.5 1 2%_7 32 1 MS 38 AREA, 12' MAX. RISER WITH INTERMEDIATE TREADS
a je�5 20,7 23 20,2 1 27.5 24,81 U- S4.4 1304 1 MA I UNDERWATER
LD
�Z lut 4
�qj Number of Jets AND RISERS UNIFORM), LADDERS,
70 -y"R 20 E 2131 Zt3 Z?d 2!�-3 W-1 WATER),
;2 �M� 343 35.5 nig 411 SWIM OUTS (MAX, 20' BELOW
'�I pr SEATS, AND
:2:: D_
Jet Flow Rate 2 11 Z�I 2f-4 27 5 29d 3:21 344 3f�7 38-21 412 4-3.4 -CIRCULATION SYSTEMS, COMPONENTS AND
0 !:!::- ::�:i::!�� -
,11 Iii P 11 '25 4 27 7 222 312 -45 2kL7 K 41�Z 43'5 _j EQUIPMENT SHALL COMPLY WITH NSF 50.
X Maximum Spa Flow Rate 8 GPM S t2 271 -THE MAXIMUM TURNOVER RATE
bu --- W, 3t 8; 3* 413. 415 45P IS 12 HOURS.
M t fID-4 0�
t3 39 K13 -FILTERS SHALL HAVE AN AIR RELEASE AND
1A 32-3 14A ts_8 52-7 7 PRESSURE GAGE.
AN 1;;;: lji:� Design Flow Rate 40 GPM
aximum Flow Demand 30.28 GPM 34Z W9 132,21 411.4 1417 41S 55 MAX -PUMPS 3 HP AND LESS SHALL MEET ANSI/UL1081
so CJNIJ�_riyp� i 1, �_15 I
Number of Branches 3 1A 37 39i 41f 437 45 48 3 tri-5 52.8 V, t,-3. 6' MAX. CORROSION RESISTANT WITH STRAINER AND MEET
U 11111111 17 3ll 3 41 f 42B 4b.1 46 3 50 5 52-5, 55A 574 VD-6 RADIUS THE REQUIRED FLOW,
E Pipe Sizing Size Max Allowable Velocity Est. Velocity
40 is 41� 43A 46 fL9 7 0 -SURFACE SKIMMERS SHALL MEET NSF 50 AND
Branch Piping 1.5 6 fps 2.42fps 42�r� THERE SHALL BE ONE FOR EVERY 800 SQUARE FEET
20 4a' 4511 IM 7 .1� bc DT, ze�v `2 11.1 3 OF SURFACE AREA.
Trunk Piping 2 8 fps 4.094)s - -
21 -RETURN INLETS SHALL BE A MINIMUM OF ONE FOR
30 22 �5�1 8 1-31 155.3 57,51 5P-Es C,1 544 d',�f f,3,2 712 6'-0' MIN
Return Piping 2 10 fps 4.09fps EVERY 600 SQUARE FEET.
Facto" rresmSpems 6 fps 4.09fps 23 1! 59A 644 565 122 7122 �3_5 TO SLOPE CHANGE -HEATER SHALL MEET ANSI-Z21.56 OR UL 1261 OR
'Suction Piping 21 2A �54 117.7 f147 dQ 71R --S-Ft�dsl UL559, _j
20 ���mom 3110 RPM 160 for PVC Pipe 25 57,q FQ d2.2 Me 9 F911 311 73.F 75,B 7E
Head Calculations done with Hazen-Williams using c of -DISINFECTANT EQUIPMENT SHALL COMPLY WITH NSF 50.
21 60 1 912 2 84 11 _d8,2_r0Q1 1 7 1 A 73 A 7��� 7g,T d0_4 -PRESSURE
23W PIP" TEST PIPING AT 15 PSI FOR 30 MINUTES OR
mp 100 ft (MAX) 7'P 762 905 P2-T MEET LOCAL CODE IF GREATER,
Distance from pool to pu V 02 4 64.5 N P
all= 1500 RPM a 547 55 9 aW2 7115 1� 7-T 7f 7f- 50 5 K 8 E,f,
10 7510 RPM Suction Pipe TDH 1.87 ft 29 ET N.2 71- 73.9 1 -115 T83 K,5 K'a, gt�1 9-11 POOL SECTION DETAIL _j X
13 W
Return Pipe TDH 30 89� 7T'R1 78,1 703 SUB 97A E@_6 SCALE: 112" =1 ' -O" ELECTRICAL REQUIREMENTS: 0 >
1.87 ,11t -18
11 71 A 73 7E� 72A SC7 S2.0 15-1 VA 207 ZZ
2.50 ft -WIRING AND BONDING AND ALL ELECTRICAL TO NEC
0 1 1 Loss 32 7a.4 75A 3a-. 61A 8-12 57_F� 87B.7 ?2 9423 0
-- ART, 680 OR LOCAL CODE.
0 20 40 60 80 100 120 140 160 Heater Loss 0.00 ft 33 75-1 T 11f 907 _a3 8 5.3 97 5 912116: 92 94 1 ped, Lj U
NOTES FROM 680.261
U 7&e gZ_a I a3.1 ge 3 BTS R9q !22A �AA 99-C- Q_
Chlorinator Loss 0.50 ft - - THE FOLLOWING ITEMS SHALL BE CONNECTED TO AN P
Flow Rate in U.S.GPM 35 SG 9 97 R et�.g 922 i�F 7 1 PS`9 ill 11 EQUIPOTENTIAL BONDING GRID WITH A SOLID COPPER Z
Backwash Valve 9.00 Ift, DECK FINISH CONDUCTOR NOT SMALLER THAN 8 AWG, r <
NOTE: The chart above demonstrates peiformance rates at factory preset speeds of WjTE:FIELD TDH MUST BE EQUAL TO OR HIGHER PER CONTRACTOR 0
Main Drains 0.016 ft THAN TfiE CALC_�IULATED TIDH_ -SLIP) 1, METALLIC STRUCTURAL COMPONENTS, INCLUDING >_ Lj
7501 RPM, ISOO RPK2350 RPM and 3110 RPM.Howeve0low rates can also be custclm C7AGES TO BE INSTALLED AT THE TIME OF FINAL (NON REINFORCING STEEL�
Solar Heater 0.00 ft INSPECTM FORVERIHCAT�ON. 2, UNDERWATER LIGHTING, Z >
programmed between the ranges of 400 RPM and 3450 RPM as indicated by the blue tint. FOR CONCRETE DECKS� 3, METAL FITTINGS IN THE POOL THAT ARE EITHER < <
Total Simplified TDH 15.79 ft 4' CLEAR 4' DECK 2500 PSI (MIN,)
NOTE! ALL ELECTRICAL AND PLUMBING OF CONC, W/ FIBER MESH OVER 4' IN ANY DIMENSION OR THAT PENETRATE
TO PERTINENT NATIONAL AND/OR STRUCTURAL INTO THE POOL SHELL MORE THAN 1'. 0� Z
LOCAL CODES. ELEMENTS E3 E3 3:
FOR PAVER DECKS1 4. ELECTRICAL EQUIPMENT ASSOCTIATED WITH THE LA_
ELECTRICAL PAVER DECKS TO BE INSTALLED OVER POOL WATER CIRCULATING SYSTEM,
6` CONTROL BOX 12' CONIC, CURB W/ (2) #3 REBAR CONT, 5, METAL WIRING AND EQUIPMENT THAT ARE WITHIN LLI
REBAR SHAL E-3 11-- 1=1
L BE BONDED, EITHER 5' HORIZONTAL OR 12' VERTICAL FROM THE
TOP OF DECK HIGHEST WATER LEVEL OF THE POOL, E3
2' CAP TILE TOP OF DECK 0 > Z
�,D .4. 7;� /-OR BULLNOSE REINFORCING STEEL MAY BE USED TO CONSTRUCT 1-4
THE EQUIPOTENTIAL BONDING GRID SO LONG AS THE %
LINE OF GRADE co RODS ARE BONDED TOGETHER BY THE USUAL STEEL Ljj CD
Z
WATER LEVEL-/
2' VENT LINE TO A 6'x8' BONDING BEAM WIRES OR EQUIVALENT, THE EQUIPOTENTIAL BONDING E3
81
D WATER LEVEL-/ -A 4 - F . ..:** GRID SHALL EXTEND UNDER PAVED WALKING
6' TILE Lul 1-3
DUAL MAIN DRAINS BEAM NOT REQUIRED IF FEET BEYOND THE 111�
SURFACES A MINIMUM OF THREE
WALL THICKNESS IS 8' 6'x8' EDGE OF THE POOL. 0 Z
I D > <
OR GREATER BONDING BEAM rim
7
VENT DETAIL A (6 _j
4: 4� '.4 A FIBER OPTIC LIGHT L) E3
4
SCALE: 112 1 0 8'x8' FOOTING (OPTIONAL) Z cj�
MIN, 6" CONCRETE FLOOR PLASTIC
(2) #3 OR (1) #5 REBAR CONTINIOUS LIGHT NICHE POOL FINISH
PER CONTRACTOR
NOTE: ON 3' CHAIRS GROUNDED
THE VENT LINE SHALL BE TIED TO THE LINE THAT FINISH 3/8' MARCITE OR
TIES THE DRAINS TOGETHER, THE SUCTION LINE SHALL 101-01 EXPOSED AGGREGATE -FLORIDA BUILDING CODE R4101
BE TIED THE SAME WAY AS SHOWN IN THE DIAGRAM.
THE VENT SHALL BE AT LEAST IS' LONG AND NO MORE 4' MIN. WALL FLOOR THICKNESS THE POOL CONTRACTOR IS RESPONSIBLE FOR
FURNISHING ALL DETAIL DESIGN REQUIREMENTS
THAN 30' LONG, THIS SYSTEM WILL REACT WITHIN THE 3500 psi (MIN,) CONC, W/#3 BARS 7. FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH
'3' SECOND TIME FRAME 12' O,C. EACH WAY, TIE ALT. INTERSECTIONS THE FLORIDA BUILDING CODE, AND ALL
15' MIN, OVERLAP, 2' MIN, COVERAGE #3(3/8')0 CONSTRUCTION SHALL MEET ALL APPLICABLE
ON STEEL W/CONC, TO ASTM A15, ASTM A305 REBAR @ 12' CODES INCLUDING PLUMBING, ELECTRICAL AND
Of. BOTH FLOOR DRAIN
WAYS. GAS. PIPING SHALL BE SCH. 40 PBC, NSFpw, MAX,
GROUNDED 61 CONCRETE FLOOR PRESSURE VELOCITY 10 FPS, SUCTION 6 FPS,
MINIMUM 48' HEIGHT BARRIER THE POOL PLAN SHALL SHOW THE DESIGN PLUMBING AS
AROUND POOL PERIMETER PER THE SAMPLE WITH THE INFORMATION
TOP OF DECK TYPICAL FLOOR AND WALL SECTION REQUIRED SHOWN, MAIN DRAIN PLUMBING SHALL
1' "t BE TWO DRAINS SEPARATED BY 3' WITH APPROVED
WATER LEVEL S CA LE: IV. T. S. ANSI/ASME A112.19.8M COVERS, AS AN ALTERNATE
THE APPROVED DRAINS MAY BE PLACED ON
DIFFERENT PLANES, THE TWO DRAINS SHALL HAVE N4
11121i
6' 12� 6' 10' WALL THICKNESS A COMMON SUCTION LINE, SUCTION GRATES MAY
RAISED BEAM RAISED BEAM BE USED IF APPROVED AT A MAXIMUM OF 1 112 FPS
3500 psi (MIN) CONC. W/#5 BARS #8 AWG COPPER CONDUCTER TO BOND EQUIPMENT AND THE SUCTION PIPING IS RECESSED FROM THE
10' O,C. EACH WAY, TIE ALT, INTERSECTIONS POOL EQUIPMENT TO THE SUCTION PIPE
18' RAISED SPA 25' MIN. OVERLAP, 2' MIN, COVERAGE PER NEC 680.26 (TYP) SEE NOTE THIS SHEET� GRATE THE DISTANCE EQUAL
SEE SPA PLAN \- OPTIONAL 12V LIGHT ON STEEL W/CONC, TO ASTM A15, ASTM A305 SIZE, IN ADDITION A SAFETY VACUUM RELEASE
DUAL MAIN DRAIN , N 1P
W/TRANS, 3/4' BRASS SYSTEM MUST BE INSTALLED. THIS MAY CONSIST OF 04
OR PVC (SEE NOTES) REQUIRED (TAMPER 10' SUN �HELF ELECTRICAL FOR CONCRETE DECKSt AN AIR RELEASE SYSTEM, THE VENT PIPE SHALL BE
PROOF/ SEE NOTES) CONTROL OX 3 TIED TO THE MAIN DRAIN LINES, SIZED THE SAME AS
#3 REBAR 12' OC TURNED OUT INTO DECK THE MAIN DRAIN SUCTION LINE AND B
+ FOR A MINIMUM OF 3' FROM EDGE OF POOL. TO THE FILTER LOCATION, ELBOWED UP AND OVER 04
3' SUCTION D WITH A GRATE FOR PROTECTION AND LABELED 2,
�6' CONCRETE FLOOR W/#3 BARS M
Z i2l O,C, EACH WAY 'SAFETY VENT', 0 I-A M �_
WALLS WITHIN 4' OF COLUMN PAD1 SKIMMERS DO NOT REQUIRE PROTECTION AND MAY E-4
6
WALL THICKNESS EQUAL TO 10' REINFORCED 2' VENT BE DESIGNED FOR 30 GPM SUCTION,
WATER LEVEL-// THE FOLLOWING SHALL BE LABELED WITH RED
WITH #5 REBAR 10' D.C. EACH WAY LABEL MARKER TAPE AT THE FILTER LOCATION1
REQUIRED BELOW GRADE 10" WALL (AS NOTED) SECTION
PIPES, VALVES, "SAFETY VENT' OR 'SAFETY Z
DEVICE', PUMP(S) OFF SWITCH. Z
SKIMMER SKIMMER-/ S CALE:N. T. S. Z
C.3 LO
1T HAS BEEN CERTIFIED THAT THESE DESIGN
_j (L 0)
REQUIREMENTS ARE IN COMPLIANCE WITH THE C;
00
2014 FLORIDA BUILDING CODE, ANSI/NSPI-3 1992, (0 Uj
COLUMN PAD (EXISTING)-y FIBER OPTIC LIGHT STANDARD FOR PERMANENTLY INSTALLED SPAS LL R C)
A -5 =i' u-) E co
SWIM-OUT OR LADDER IND ANSI/NSPI 1995 STANDARD FOR RESIDENTIAL 0
IN-GROUND SWIMMING POOLS. 0 t.3 f a 8 P (n
REQUIRED (GR./#O cu) C�
_D
I
WHERE DEPTH IS OVER TOP OF DECK
a. U_ W
TYPICAL GR, FOR #3 5' DEEP (SEE NOTES) 'DE Z W co .40)U
WITH
REBAR, 2' T E S
OUT WATER LEVEL ENGINEER S N U/ (D S 1- -
-E -) 0.2 -i LU
0 U
#8 cu TO PUMP A -) q-�6 a[L
U)
1 ALL WORK TO BE DONE ACCORDING TO THE 2014 FLORIDA BUILDING CODES. LOLI 2.0 <
CY)
RAIL OPTIONAL 2' BENCH W CM - CD
#3( 8",)o 2. MINIMUM DESIGN SOIL BEARING CAPACITY TO BE 2000 PSF. SOIL CAPACITY 0 C-4 6
NO LIMITATIONS TO SHAPE 4-8' WALL THICKNESS U')
OPTIONAL DECK WITH EXCEPT FOR DIVING REBAR @ 12' TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. CL M Ix
3500 psi (MIN) CONC, W/#3 BARS U) co
01 O,C. BOTH FOOTINGS TO BE EXCAVATED TO CLEAN SOIL, FREE OF VEGETATION AND Z 0,
1-112' PITCH IN 1 6' D.C. EACH WAY, TIE ALT. INTERSECTIONS WAYS, DELETERIOUS MATTER. CONCRETE SHALL BE PLACED ON AN UNDISTURBED BASE. 04
15' MIN. OVERLAP. 2' MIN. COVERAGE A GROUNDED U-) 0
ON STEEL W/CONC� TO ASTM A15, ASTM A305 3. IT IS THE CONTRACTOR'S SOLE RESPONSIE31LITY TO DETERMINE ERECTION (L
PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND
ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT
ELECTRICAL REQUIREMENTS LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS, OR
TIE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED
--ENTRY REQUIRE SCALE: 112" = I � -0" AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION
2' RETURN (SEE NOTES) OF THE PROJECT. 01
4. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL :D
SKIMMER REQUIRED FOR SPA WITH BE VERIFIED AND SHALL CONFORM TO THE ARCHITECTURAL DRAWINGS. 0
INDEPENDENT FILTRATION SYSTEM 5. CONCRETE
MINIMUM COMPRESSIVE CONCRETE STRENGTH TO BE 3000 PSI IN 28 DAYS. ALL
W
SPECIFICATION C-94. ALL CONCRETE MODULAR UNITS SHALL HAVE A 0
RAISED BEAM AND SPA WALL SECTION CONCRETE SHALL BE "READY MIXED" AND IN ACCORDANCE WITH A.S.T.M. In
N. T. S. COMPRESSIVE STRENGHT OF 1900 PSI WITH TYPE M OR S MORTAR, 2000 PSI. sums _j
SCALE.
NO LIMITATION ON SHAPE 3.
DIRECT ACCESS 6. SLAB ON FILL stilase
WINDOWS LIGHTING AND BONDING INTERIOR CONCRETE SLABS POURED ON FILL TO BE POURED OVER WATERPROOF
DIRECT ACCESS =13 MEMBRANES. ALL SLABS TO BE REINFORCED WITH 6X6 10/10 WELDED WIRE MESH.
DOORS /// SAME AS POOL ER OF 3" AGAINST
GENERAL POOL PLAN DUAL MAIN DRAIN 7. ALL STEEL SHALL BE 40 KSI WITH A MINIMUM CLEAR COV
REQUIRED (TAMPER SOIL, AND SHALL HAVE A MINIMUM LAP OF 40 TIMES THE DIAMETER OF THE REE kR. IrN
SCALE: 114 1 0 PROOF/ SEE NOTES) tu
8. BASIC LOADING FOR FACTORED LOADING: S.L.H
0"C"D
1 1.4D :C j Z
SPECIAL SPA REQUIREMENTS: 2. 1.2D+1.6L+0.5Lr < 0
>. , ie0z . R.J.m
MAXIMUM WATER DEPTH 4', MAXIMUM SEAT DEPTH VENT LINE 3. 1.2D+1.6Lr+0.5L -4 0 t:
281, MAX. 4. 1.2D+1.6W+0.5L+0.540. ui - a
Im E Z
RESIDENCE -FLOOR SLOPE 1:12 5. 1.2D+0.5L C) Q 0 < 21291, . 016
-STEPS1 MIN. TREAD 10' X 12', 7' MIN, RISER, 12' MAX. 6. 0.9D+1.6W 2.OFa+O.<L>Lr 0 0 0
ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM HOME TO POOL SHALL RISER EXCEPT THE BOTTOM STEP MAY BE 14' IF IT IS 7. 1.2D+1.6W+ tu 4 in
BE EQUIPPED WITH EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A SOUND THE SEAT, INTERMEDIATE TREADS AND RISERS TE RAIL OPTIONAL 8. 0.9D+1.6W+2.OFa 0 Z M :! AS *SHOWN
dBA AT 10 FEET, BE UNIFORM. IF THE SPA IS OPERATED ENTRY REQUIRE 0 0 JOB IV
PRESSURE RATING OF 85 CIRCULATION LINE (SEE NOTES) 0 12- u.
INTERMITENTLY IT SHALL HAVE A ONE HOUR (a 1470OZ4
ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL MUST BE TURNOVER, IF CONTINUOUS A SIX HOUR TURN OVER. CC < 1= Z A 1 7
U. 0 1 55 sjfjrfflr�q, 1". 4-1,
EQUIPPED WITH A SELF CLOSING, SELF LATCHING DEVICE WITH A POSITIVE -MAXIMUM TEMPERATURE 104 DEGREES. IL = M "-1 �'
MECHANICAL LATCHING/LOCKING INSTALLED A MIN. OF 54 INCHES ABOVE -MEET ANSI/NSPI ARTICLE XVII, SAFETY 0 Uj W
SIGNS. CL
THRESHOLD. INSTRUCTIONS/SAFETY LU
I �: W 0
-PRESSURE TEST PIPING AT 25 PSI FOR 30 MINUTES OR THIS POOL PLAN COMPLIES W 0 W
EQUIPMENT SCREENED OR PROTECTED WINDOWS HAVING A BOTTOM SILL HEIGHT OF 48 INCHES MEET LOCAL CODE IF GREATER, 0 W -%t
LOCATION OR MORE MEASURED FROM THE INTERIOR FINISHED FLOOR OR -TIMER TO BE INSTALLED WITHIN VISUAL RANGE WITH THE 2014 FBC > j I
A COUNTER BEANEATH GENERAL SPA PLAN <'�,',
KITCHEN WINDOWS MEASURED 42 INCHES OR HIGHER WITH W
0�.
DO NOT NEED ALARMS, SCALE: 112 1 ' 0 THIS POOL PLAN COMPLIES
WITH THE 2014 NFPA 70/NEC,
Poo(\DeI,oreto_PooI,dwg
User Name: SammyH P[ot Datei Feb 29, 2016 11119am Drawing Namel li\Projects\147002\147002-Detoreto_