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-ence Barrier,
Door arid Window Alarm Plan
5' High Wood Fence Barrier
Rear PIL
X
LGrountd Cn
an
Pool (D
U)
AREA ENTRY DETECTOR VVITH AC ADAPT:?.
Sounds high Oull? 1,0 DB
er
through pptct��d door or 9-1-
BYPASS button provIdes
c�nvenl nt edult on Y P2�
through control
on
ructi.. u..
0 window '�.".'gat. �
7 door.
M
9 vo:t transformer
James Love included
pool des�qner
window 3 YEAR W—RANTY
Door Sliding Glass Door b- )t-15
Two Story Residence
Door and Window alarms To Be Installed
(UL 2017 Rated Alarms)
I Electric from Street PolLe Electric Meter
Directions To Site:
Child Safety Method: Atlantic Blvd East towards the Beach &
Pool area to be screened 3' FANDARD PO)
L- E. Coast Dr BLUE HrN-\\NIE N L.%.j
><Pool area to be Fenced Take 3 rd Left onto 2nd St (335) Coast to Coast Since'94 PHONE:904-620-0090
State Certified Pool Builder Since 1954 FAX:904-620-0206
—Child Safety Fence 20' CPC14
X Door and Window Alarms Contact Audrey @ GENERAL POOL SPECIFICATIONS
Gates to be self-closing and self-latching. 678-491-8994
MAX. WIDTH: 10, MAX. LENGTH: 20'
WET DOWN GUNITETWICE DAILY
FOR SEVEN DAYS PERIMETER: 68 SURFACE AREA: 233 SF
POOL DEPTHS: 3' ft. TO 5' ft.
1. Removed Badu 11 System from pool Gallons: 6,971
2. 9"deep of water on sun shelf EXCAVATION DECKING
TYPE: Standard TYPE: Old Town Pavers 301 SQ.FT.
REMOVE DIRT: B.H. COLOR: South Beach
REMOVE STUMPS: None
REMOVE FENCE: Homeowner RISERS: None
REPLACE FENCE: Homeowner TOP EXISTING: None 0 SQ.FT.
�EMOVE CONCRETE: 0 SQ.FT- DECK DRAINS: Yes 26 LF
Rear P/L FOOTERS:_None 0 LF
Floor PLUMBING EQUIPMENT
12- /Return Drain: CMP Channel Suction Run: 25'
FILTER RUN: 18' Pipe: 2" FILTERTYPE:. Cart SIZE: 225
RETURN LINES: 6 Jetflow Pipe: 2.5" PUMP HP: 1.5 HP SPEED: 2
9,12 1111111111111 Irl I II ITlT WATER FEATURE: (2)Deck Jets Controller: 24HrTimeClock
14'
6- Umbrella-p-
31'To P/L 114- 1, \Sleeve 1110 P/L ELECTRICAL SANITIZER: Tab+New Generation+Min Pak-
Deck J, Deck Jet N
9"deep of water
It
!j I I I I I I I I I I 5'x 8'Sun Shelfw/ CLEANER: Pressure Cleaner Line
Umbrella SleevE GUNITE
WATER FEATURE: (2)Deck Jets
-<-R SWIM-OUT/LOVESEAT: 4'x 18"
5'Deep 20' 10, Sun Shelf. 5'x 8'w/Umbrella Sleeve BOOSTER PUMP: None
2- R.B.B. None IN X None FT HEAT PUMP: None SIZE: None
k-�Drainage F2 TIDeep -
0 R.B.B. None IN X None FT HEATER: None BTU: NAT-LP
Cleaner C/) None IN X FT (CIRCLE ONE)
R.B.B. None
4'x 18" Pressure Paver Decking w/ Q_ SPA
bench LED Paver Coping COPING
Line (D
n Li ht TYPE: Paver Brick (Coral) SIZE:
T one
11),_j.111111111111 I11I1I1LI1ILLLI1TPTlTlTF1TZ
r None
PA
IZE�ne
- 0
Drainage TILE PLUMBING R
C/) Skimmer zo off
-<— TYPE: MASISOELB6 (MasterTile) NUMBER OF JETS:
Drainage Draii age Drainage Channel drain GLASS BLOCK: None LOW P
- OTHER: None BLOWER HP: ne
3' 0 LIGHT: ne
-0 INTERIOR FINISH
0
2- 5' Covere 10 TYPE: Quartz Aggregate
m Access COLOR: Blue Pepper
Drainage S] err pity Lot ADDITIONAL SPECIFICATIONS: B.H.To Install Two(2)Deck Jets wl manual valve
BUYER Please Initial
Approve the Above Specifications:
10' x 15' A Approve the Equipment Location:
C
Retention area Residence C Customer's Signature: Date:
for drainage Door and Window Alarms To Be Installed E
S s Name: Harold and Audrey Wagner #15018
C
C
E
I S Address: 3352 nd St. City: Atlantic Beach
Jurisdiction: Duval Zip 32233
Home Phone Number: 678-491-8994 —BusinessPhone: 770-910-4811
West 12,
Lot: E%14 Block: 4 County: Duval Pb/Pg 5/69
Subdivision: "A"Atlantic Beach
SCALE: Designed By: James Love EMAIL. audrey.waciner(cDhotmail.com
100-0
5-5-6
LENGTH LADDERS ARE TO'BE
GENERA L NO TES 6' WATER COPING T WATER CROSS BRACED PER ESCUTCHEON
7 ;2�
I � n I J:,� I r LINE MANUFACTURERS SPECS PLATE
1. For pool plan, size, deck, and special details, see Contractor's Pool Plan. WATER ILINE TILES ?�
S.S. LADDER POOL
2. Pool Walls shall be 5- thick and Floors shall be 6" thick and shall be pneimatically LINE Ln DRAIN COVER/GRATE 14* MIN.
POOL 5- /-DECK
applied Concrete with a Compressive Strength of 3,000 psi in 28 days. Concrete U-1 MUST CONFORM TO c-4 18' MAX.
STEPS V WATER
0
15'
POOL - - LEVEL EXPANSION
Decks shall be 2,500 psi. Concrete construction will conform to ACI Stancord 318. THE LATEST EDITION
3. Al Pool construction shall comply with Florida Building Code Building 2010 and OF ANSI/ASME
:;;;�:,:!:!!�!I I LIGHT JOINTS AS
; ZZ. Lu
Florida Building Code Residential 2010, ANSVNSP National Standard-5 for Residential V) 112.19.8 SLIP RESISTANT WEDGE REQUIRED
TREAD SURFACE
-3 for Permanently istalled POOL STEPS: ANCHOR
Inground Swimming Pools, ANSVNSP National Standard I . '.
a-
-7 American National Standard for Suction Entiapment RISERS: 12' MAX. D AL SUCTION OUTLET AND APPROVED GRATE
Residential Spas, ANSI/APSP ADDITIONAL CONCRETE
Avoidance In Swimming Pools, Wading Pools, Spas, Hot Tubs and Catch Ba3ins TREAD: 10" MIN. (240 SQ. IN. MIN.) WITIA S-O' OF SEPARATION CENTER LINE TO \',.-UNDISTURBED AS REQUIRED FOR
ANSI/APSP/ICC-15 American National Standard for Residential swimming P(ol and CENTER LINE OR APPROVED CHANNEL DRAIN SOILS 3",MIN. TO 6* MAX—_--- STURDY INSTALLATION
Spa Energy Efficiency and the National Adapted Electric Code 2008 (NEC). POOL SECTION SEF INTO CENTER OF STEEL GRID AT THE (NO VOIDS) BETWEEN TREAD
4. All Pool Piping to be Schedule 40 PVC, bearing the mark of NSF Approval unless POOLS DEEPEST POINT AND POOL WALL RUBBER #8 E, SOLID, COPPER
otherwise noted. (LONGITUDINAL)CONCRETE DECK (OPTIONAL) W1 SUP RESISTANT SWIM—OUT DETAIL BUMPER CONDUCTOR TO SHELL
5. All Reinforcing Steel to conform to ASTM 615, Grade 40. Reinforcing shall be 13 TOPPING ON COMPACTED GROUND W/ ALL DECK OVER REINFORCING
burs at 12" on center in each direction, w/ 15' lop joints in walls and floors up ORGANIC MATERIAL REMOVED. 4* NOM. THK. W1 8. POUR OR TYPICAL LADDER DETAIL
to 6'. Over 6' use #3 bars at 6" on center vertacally and 12" on center FIBER MESH OR 5" NOM. THK. W/ 13 REBARS. BRICK COPING
horizontally in the areas over 6'. /-#8 AWG COPPER WIRE
If Concrete is cost against Bare Earth without a Separation Barrier, the minimum 1-#3 BAR CONT. IN 5' THK WALL 4'-0' JUNCTION BOX I
WATER TIME
minimum cover shall be 1)J*. BOND BEAMS) UNE CLOCK
cover shall be 3*. With a Barrier (Steeltex) between Concrete and Earth, :he (USE 2-#3 BARS CONT. IN 8-x8- (BY OTHERS) TIME'
1:0 /-TO S E R\14C E
6. All Metallic Pool Fittings within 5' of the inside wall and deck reinforcing s:eel to be TO TRANSFORMER 6" OF 4
WATER 1-#3 BA PANEL
(BY OTHERS) WATER CONT. IN 5' SPST TOGGLE W.P.
bonded to the Pool Reinforcing Steel with #B AWG Copper Wire. The #8 Copper LINE 2-#3 BARS LINE SW
Wire to be run internally and externally with the NEC approved PVC Light Gonduit 00 2� THICK BOND
g CONT. IN TILES SWITCH DISC.
Completion of the pool ground:ng to the - BEAM 4'-0" JU ITC
form the Light Niche to the Junction Box. 8'X8' BOND _ CTI _1 9V
Electdcal Panel Ground to be by Electrician. /-JUNCTION 12V
BEAM 5- 5- POOL i
7. Bond all Sheathed Cables, Raceways, Metal Piping and all Fixed Metal ParU not BOX TRANS.
separated by a permanent barrier, if within 5'-0' Horizontally from Water and MARBLE U.L. APPROVED 120 VAC/30OW POOL F DECK -.T
LIGHT W/ GFI OR 12V/40OW MAX. POOL MIN. %" COVER V WATER
12'-0" Vertically of Maximum Water Level. PLASTER [ALL ELECTRICAL WORK
8. Equipotential Bonding to be accomplished in accordance with ArUicle 680 at the FINISH LIGHT �1/ LOW WATER CUT-OFF IN U,L OVER ALL BARS LINE S LL
HA CONFORM WITH
National Adapted Electrical Code 2008 (NEC). APPRCIED GREY PLASTIC FORMING SHELL (SEE NOTE #5) ART. 680 OF THE
9. Pool or Patio shall bear only on Rock or Clean Sand, which shall be cOmFocted to OR APPROVED EQUAL W/ #8 AWC BOND 3 #12 IN Y2" LATEST ADAPTED NEC.
provide a Structurally Safe Bearing Capacity. Any Unsuitable material enCOL ntered in WIRE PER N.E.C. A L TERNA TE BEA)V CONDUIT
excavation shall be removed in its entirety and the area shall be backrilled with STEELTEX (OPTIONAL) #3 BAR" 0 12" D.C. EACH WAY FINISH DETA IL 12V/400W MAX. POOL LIGHT W/ LOW
acceptable material and property compacted. Where unsuitable Material car not be WATER CUT-OFF OR 120 V.A.C. W/ CH
removed, the pool must be redesigned. POOL SNUCTURAL DETWIS PER NEC.
10. The Contractor must. protect Existing Structures from failure by acceptable methods DISTANCE LESS NEW OR
if required. The Engineer accepts no responsibility for the safety of Existirg VARIES 18" THAN 1 ON 1 + 1 D(ISTING
Structures. SEAT [COPING STRUCTURE ELECTRICAL DIAGRAM
11. The Design Engineer assumes no responsibility for pool construction in Eas ments or PLAN
Required Setback areas. Pool Contractor and/or Owner shall verify the layout and V WATER V WATER
all dimesi ns shown p�riqr to construction. -71 LINE
LINE,
12. Contractor shall determine the location of all Utilities in relation to the Pool and its 10 #3 B�RS 0 12-
Equipment and ensure minimum clearances in accordance with Local Regulations THERAPY D.C. EACH WAY CONTRACTOR MUST PLACE ALL STEEL IN THE POOL
and Ordinances. LINES
4. WALL AT NO MORE THAN 6- ON CENTER IN BOTH
13. Contractor shall provide adequate Temporary Fencing around the construction area co 6" WALL
to prevent unauthorized entry into the Pool Area. RETURN 'j-HICKNESS
i i i DIRECTIONS IN THIS CRITICAL AREA. ALSO THE POOL
LINES -SHELL WALL SHALL BE CONSTRUCTED TO 6' THICKNES
14. If a water supply is provided, a minimum 3" Atmospheric Break will be provided. MAR 8 LE
15. All Structural, Filtration and Electrical details outlined in these drawings also relate GUNITE PLASTER THE STEEL MAT AND THICKER SHELL WALL SHALL
to Spa Construction. #3 BARS 0 REBOUND FINISH EXTEND ALONG THE CRITICAL AREA AND TO A POINT a I
16. All Pool and Spa Heaters shall be equipped with an On/Off Switch mounted for 12" O.C.E.W. (2) 8-0 ANTI-VORTEX WHICH IS GREATER THAN THE MINIMUM REQUIRED AS MEZ�n-
easy access to allow the Heater to be Shut Off without adjusting the Thennostat DRAINS SEPARATED BY 3' DETERMINED BY THE 1 ON 1 + 1 METHOD.
settings and to allow restarting without relighting the Pilot Light. —ill 11 lilt , 2375 St. Johns Bluff Rd. S
17. WARNING! To empty the Pool for any reason, the Hydrostatic Uplift Pressure must SPA SNUCTURAL DETAILS TYPICAL WALL AND Suite 107
be eliminated. The Owner must consult a Contractor experienced in eliminoting PLAN EXPIRES 1 YEAR FROM THE
Jacksonville fl 32246
Uplift Pressure. f L0 OR WITHIN SIGNATURE DATE OR THE EFFECTIVE P=5
SPILLWAY PER 6x6 GLASS-BLOCK DATE OF A MAJOR FLORIDA BUILDING woees uWge3L1,-_,`-;
1 MAIN DRAIN L2 E CONTRACTORS POOL MOUNTED IN 2,500 psi ANGLE OF REPOSE CODE CHANGE WHICHEVER IS SOONER
E 2 SKIMMER LINE PLAN CEMENT (IF SPECIFIED)
I------- 3 WASTE LINE COPING
I------ 4 RETURN LINE MAR 13 2014
D 3 5 PRESSURE CLE\NING r WATERLINE TILES Date RESIDENTIAL
C -rr-T4 i4 !±_I� &I&I I I i l::�T y WATER
UNE (OPTIONAL) LJNE SWIMMING POOL
cr—
A HAIR & LINT SFRAINER
B RECIRCULATION PUMP MASTER SPECIFICATION
5 8 C FILTER INTERIOR SHE DRAWING
4 A D IN-LINE CHLORINATOR POOL FINISH G N H - 'AR N, P.E. FOR
(OPTIONAL) #3 REBAR @ 12- 2 FL E # 933 ST JOHNS COUNTY
2 1 E HEATER (OPTIONAL) O.C.E.W. 431 Alornia Ave. Ste.. 124
Winter Park, FL 752792
FIL TER SYSTEM RAISED SPA DETAIL Office: (407) 275-1099
Fax: (407) 275--1015 Scale: None Rev 9 03/14/12 J
fie,441"e Z/
Swimming Pool Energy Efficiency Compliance Information
NOTE:These Requirements Apploy ONLY to the Filtration Pump
Determine Pipe Sizes
NSI/ASPC/1 152011 Branch Pipe- NA to keep velocity @ 6fps max at NA gpm System Flow Rate
Flow Claculations: 360 19.36 36 Trunk&Suction 2.5 to keep velocity @ 6 fps max at gpm System Flow Rate
pool volume: 233,- x , -4.00-1 X 7.48 6371 Turnover Calc *Filtration
Surf Area Avg Depth Gal/Cub Ft Vol.in Gal in Min Flow Rate Flow Rate Return Pipe � 2 to keep velocity @ 8fps max at -92 gpm System Flow Rate
*Note:forpools underl3,000901 the calculatedflow rate or36gpm whi.-h ever is greater=the filtration flow rate
Auxiliary Load No NA = - NA pump Selection As listed on Curve PuMkDeLcriptjon
Yes/No - - Description Calculated Auxillary flow Rate Filtration Pump I SP32102X152 I A Max Flow Rate GPM Hayward Tristar
Flow Rate(Low Speed) 32 @ 1725 MD Cover FCMP-25506-320-020 1.5 hp 2.sp
GPM RPM
2.5 Min Suction Side Branch Pipe @ UPS NA Determine the number and type of reguired in-floor suction outlets: 146 gpm max.flow
Min Suction Side Pipe Size @6 fps Pipe @ 8fps NA Multiple suction outlets @
Min Return Side Pipe Size @8 fps 2 Min Return Side Branch
Determine Filter Size: 15 Main CMP 25506-320-000 channel drain @ 200 gpm wl 1 ports
Filtor Factors(GPM/SF) 0.375 2- FLOW&FRICTION LOSS PER FOOT
Cartridge DE Sand TOTAL HEAD IN FEET CONVERVON CHART Schedule 40 PVC Pipe
. .MCHES MERCURY(VACUUN1 GAUGE) Velocity-Feet Per Second
96.00 rH'ayward 225 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.01 10 FPS
Filter Size: 36.00 0.375 Filter Make and Model 0 0.0 2.3 4.5 6.8 9.0 113 13.6 15.8 18.1 20.31 Pipe Size 6 FPS - 8 FPS
Flow Rate Filter Factor Filter size V, 16 gpm .014' _ 21gpm .023' 26 gpm .35'
1 2.3 4.6 6.8 9.1 11.4 13.6 15.9 18.1 20.4 22.7
2 4.6 6.9 9.1 11.4 13.7 15.9 13.2 20.4 22.7 25.0 1.5" 37gprn .08' 50gpm .14' 62 gpm .21'
Pump Controis: 3 6.9 9.2 11.5 13.8 16.0 18.3 20.5 22.8 25.1 27.3 2" 62 gpm .06' 82 gpm .10, 103 gpm .16'
Control System 24 Hour Time Clock 4 9.2 11.5 13.8 18.0 18.3 20.5 22.8 25.1 27.31 29. 2.5 88 gpm 05 117 gpm .091 146 gpm .13'
Control System Make and Model 5 11.5 13.8 16.1 18.3 20.6 22.8 25.1 27.4 29.6 31.9 .07' 2.27 gpm .10,
3" 136 gpm .04' 181gpm -
6 13.9 16.1 18.4 20.6 22.9 25.2 27.4 29.7 31.9 34.2 411 234 gpm .03' 313 gpm .05' 392 gpm .07'
X Filtration pump with no auxiliary load may have stan lard time clock 7 16.2 18.4 20.1 23.0 25.2 27.5 29.7 32.0 X3 36.5 611 534 gpm .02' 712 gpm .03'
8 18.5 20.7 23.0 25.3 27.5 29.8132.0 34.3 36.6 38.8
9 20.8 23.1 25.3 27.6 29.8 32.1 34.3 36.6 38.9 41.1
NA Filtration pump with auxiliary load must have a control system for 9 20 8 - - - TDH Calculation Options For Each Pump
low speed default within 24 hours 10 23�1 25.4 27.8 29.9 32.1 34.4 36.7 38.9 41.21 43.411
11 25.4 27.7 29.9 32.2 34.5 36.7 39.0 41.2 43.51 45.8
atPump lHayward NA T1227.7 30.0 32.2 34.5 36.8 390 41. . 45.8 48.1 X Simplified Total Dynamic Head (STDH)
Heater Model H250FD He Make, model and size 13 30.0 32.3 34.6 38.8 39.1 413 43. 45- -11 9041 Complete STDH Worksheet-Fill in all blanks
Make, model and size 14 32.3 34.6 36.9 39.1 41-4 48.2 50.4 52.71 Total Dynamic Head (TDH)
15 34.6 36.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7 55.01 Complete Program or other calcs. Fill in
Gas Heater Efficiency Rating 84% No pilot Light HE at Pump Efficiency COP 5.0/3.8 16 37.0 33.2 41.5 43.7 46.0 48.31 50.5 52.8 55.0 57.3 required blanks on worksheet&attach
55.1 57.4 59.6
17 j9.3 41.5 43.81 46.1 48.3 50.GF52.8
---- Maximum Flow Capacity
_L8
_L1.6 3.8 46.1 48.4 50.6 52.91 55.1 57.4 59.7 81.9
59.7 62.0 64.2 1 of the new or replacement pump
19 43.9 46.2 48.4 50.7 52.3 55.2 57.4
rk Sheet --
ANSI 5&ANSI 7 Compt nce Wo We 20 46.2 48.5 50.7 53.0 55.2 57.5 59.8 62.0 64.3 66.5,
21 48.5 50.8 53.0 55.3 57.6 59.8 62.1 64.3 66.6 68.9 2375 St Johns Bluff Rd S#107 Owner Info:
Determine Simplified TDH 22 20.8 63.1 55.3 57.6 59.9 62.1 64.4 66.6 68.9 71.2 ME% Jacksonville,FL 32246
Distance from pool to pump in feet: 2 5 23 53.1 55.4 57.71 59.9 62.2 64.4 66.7 69.0 71.2 73.5 HMN Phone:904.620.0090 Job WaRner-15018
_�4 55.4 57.7' 60.01 62.2 64.5 66.7 69.0 71.3 73.5 75.8 PWS Fax:904.620.0206
88 0.06 pipeflow/friction loss 25 57.8 60.
_�O 0 62.31 64.5 66.8__�9.1_�1.3 3.6 75.8 78.1
Suction Pipe Friction loss in 2.5 pipe per 1' @ _L__- wwwa Lffy"d Name Harold&Audrey
gpm 26 60.1 62.3 64.6 66.8 69.1 71.4 73.6 75.9 78.1 80.41 Wagner
82 0.10 .7
Return Pipe Friction loss in 2 pipe per 1' @ pipeflow/friction loss 27 62.4 64.6 SU 0.2 71.4 7�.7 75.S 78.2 80.5 82
28 64.7 66.9 69.2 71.5 73.7 76.0 78.2 80.5 82.8 85.0
gpm 29 67.0 69.3 71.5 73.8 76.0 78.3 80.5 82.8 85.1 87.3 Address 335 2nd Street
30 69.3 71.6 73.8 76.1 78.3 80.6 82.9 85.1 87.4 89.6 Contractors Signature Atlantic Beach
r7
'3
9 6
E3-8 81 9
'.2 .4.'
0.5 .5
5
".I
Suction TDH 25 x 0.06 1.50 TDH in Piping 3.30 31 71.6 73.9 76.1 78.4 80.7 82.9 85.2 87.4 89.7 92,0, Kenneth M.Quintal 32233
Length Ft of head per 1' TDH Filter loss in TDH 3.00 + 32 73.9 76.2 78.4 80.7 83.0 85.2 87.5 89.7 92.0 94.3
+ Heater loss in TDH - + 33 76.2 78.5 80.7 83.0 85.3 87.5 89.8 92.0 94.3 96.6 Contractors License No.
Return TDH 18 x 0.10 1.80 Heat Pump loss in TDH - + 34 78.5 80.8 83.1 85.3 87.6 89.8 92.1 94.4 96.6 98.9 CPC 1456765
TDH F--673 35180.91 83.1185.4 87 6F89 3 E92 2194.4 96.7 98.9 1 J01.2
ILified Rfl F
Length Ft of head per 1' TDH Total SimE __ I- I
FIELDTDH r-AUSTBEEQUALTOOR HIGHER THAN THE CALCULATED TDH
e
I%JPSP The Association of
Pool&Spa Professionals'
ANSVAPSPACC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
PROJECT NAME: Wagner-15018 CONTRACTOF NAME Blue Haven Pools& Spas ANSI/APSP/ICC 1S ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
AND ADDRESS AND ADDRESS:
335 2nd Street 2375 St Johns Bluff Road S#107 Component Section Requirements Check
Atlantic Beach, FL 32233 Jacksonville, FIL 32246 4.4.1.1 Heater has no pilot light W]
1"'ER-Harold &Audrey Wagner CONTRACTOF PHONE:(904)620-0090 1 DATE 2/25/2015 4.4.1.2 Readily accessible on-off switch mounted outside of the heater
This information sheet was prepared by the APSP-1S Residential Swimming Pool and Spa Enerj y Efficiency Standard Writing committee of the Association of Pool and Spa
Professionals(APSP). It is not part of the American National Standard ANSI/APSP/ICC-1S 2011 out is included for information only.Contractors should acquire and comply Heate'rs No electric resistance heating unless for inground spa with tight fitting cover with R-6 insulation,
with the ANSI/APSP/ICC-15 2011 standard which can be purchased at www.apsp.org. 4.3.1.3 or for pool with 60%of documented pool heating from on-site solar or recovered energy. F
1. §5.2.1:Calculated pool volume
a. Gallons: 6,971 or 6,971 gallons 4.3.2 Heater efficiency:gas/oil fired heater efficiency at least 78%,heat pump COP at least 4.0
b.Calculated Gallons: 233 (surface area)X 4.0 (average depth)X 7.18 (gallft'3) = 6.971
2.§5.2.1:Calculated maximum filtration flow rate 2. 36 gpm 5.1.1 Pool filter pump listed in database
(Pool volume-.,360 or 36gpm whichever is larger) 5.3.1 Pool filter pump with total horsepower 1.0 or more is multi-speed
3.§5.2.2:Auxiliary Pool Load: r_ Yes, F No? Multi-speed pump controller programmed to default to the filtration flow rate when no auxiliary
(Enter the highest"auxiliarypool load"to he powered by the swimming poolfiltra�ion pump.Do not add auxiliary 3. 0 gpm 5.3.3 pool loads are operating within 24 hours and programmed with temporary override capability for Z
pool loodflow rates together,only the highest is used.) servicing.
4. Calculated maximum flow rate 4. 36 gpm
(Item 2 or item 3,whichever is larger.) Pool systems 5.3.4 Single-speed pump controller capable of operating pump during off-peak electric demand.
5.§5.5.1:Pipe sizing:
.5.5.2 Pipe before pump has at least 4 diameters of straight pipe.
a.Minimum suction pipe diameter 5a. 1.5 inches System installed with solar,or setup for the future addition of solar heating equipment by
(Enter the smollestpipe sizefirom Table 1 with a 6jpsflow capacity theso ne ormore than item 4.) 5.5.3 installing 18 inches of horizontal or vertical pipe after the filter and before a heater,or built-in or
b. Minimum suction branch pipe diameter sb. 1.5 inches built-up connections,or dedicated pipe to and from the pool.
(Calculate:Item 4. 36 (gpm) -Branch Pipes 1 (quantity)=branc I flow rate 36 (gpm).
Enter the smallest pipe size from Table 1 with a 6fpsfiow capacity the sar ie or more than the calculated 5.5.6 Directional inlets for mixing pool water.
suction branch flow rate.)
c.Minimum return pipe diameter 5c. 1.5 inches
(Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the so e ormore than item 4.)
d.Minimum return branch pipe diameter scl. 1.5 inches
(Calculate:Item 4. 36 -(gpm)-. Branch Pipes 1 (quantity)=bronc i flow rate �36 (gpm).
Enter the smallest pipe size from Table I with a Bfpsflow capacity the some ormore than thecalculated
return branchfiow rate.)
6.§5.4.1:Filter type and size:
a.Filter type:(Cartridge, DE,Sand) 6a. Cartridge
b.Minimum filter area 6b. 96.0 sq.ft.
(Calculate:item 4. 36 (gpm)--filterfactor 0.375
Filterfiactors:Cartridge=0.375, Sand=15,Dictomoceous Earth=2
7. §S.4.2:Backwash valve: M Yes, F9 No? 7. 2.0 inches
(When using a backwash valve,enter result of item 5c or 2 inches whichever is larger)
Table 1 -2� 5'. =V..9 I=
Nominal GPM @ 6 fps 38 63 1 90 138 185 238 314 540
Nominal GPM @ 8 fps 51 84 1 119 184 247 317 4)9 720
8.Pump selection:
§5.3.2.1:Pools 17,000 gallons or less,select pump*from the database with a Curve-A gpmflot/equal to item 2 or less.
§5.3.2.2:Pools 17,001 gallons or more,select pump*from the database with a Curve-C gpmflow equal to item 2 or less.*Multi-
speed pumps must hove one speed listed that satisfies this requirement.
a.Pump model 8a. SP32102X152
b.Pump flow 8b. 64 gpm
(§5.3.2.1,5.3.2.2:Applicable Curve A or Cgpmflow listed in database)
4/4/12 ANSI/APSP/ICC-15 Standard Writin Committee Form 1 of 2 414/12 ANSI/APSP/ICC-15 Standard Writing Committee Form 2 of 2
HAYWARD
FILE E39338
THIS UNIVERSAL COLORLOGICTmANDCRYSTALOGICTm LU M I NAI RES ARE
UL LISTED AND HAVE BEEN EVALUATED FOR USE WITH VIRTUALLY ALL
M UFACTURER'S LUMINAIRE HOUSINGS (FORMING SHELL)ALREADY
X
AN
INSTALLED IN THE FIELD.
THE UNIVERSAL COLORLOGIC/CRYSTALOGIC LUMINAIRE PLUS
UNIVERSAL COLORLOGIC NICHE FORM A COMPLETELY NONMETALLIC
T-,
LOW VOLTAGE LIGHTING SYSTEM. TOGETHER, THIS COMBINATION DOES
NOT REQUIRE BONDING OR GROUNDING WHEN POWERED BYA LISTED
POOL/SPA TRANSFORMER AND INSTALLED PER THE NATIONAL
J J ELECTRICAL CODE.
J
-open Area 38.79in, UNBONDED LIGHTING NEC PROVISIONS: When these LIL Listed low voltage nonmetallic luminaires
-1APM0 Listed Flow Rates: 1)25506-320-010 Sump Body are used with the Hayward nonmetallic forming shells (niches)listed below,the 2011 National Electric Code
.For 2.5"plumbing using two outer ports 2)25520-050-020 2-NPTPlug ' (NEC) provides an exception to luminaire bonding and grounding in Article 680.6 and 680.23.
308GPM(Floor)&212GPM(Wall) 3)25506-320-030 Debris Guard
-For2.5"plumbing using centerport only= 4)25506-320-020 32-Cover
5) 61008-042-022 Screw POOL WATER BONDING NEC PROVISIONS: For Pool Water Bonding required by Article 680.26C,
200GPM(Floor)& 168GPM(Wall) Concrete pools are considered conductive (see 680.26(B)(1)) due to the porosity of concrete and the
-For 2"plumbing using two outerports= -, , -� .-__ --- -1- -,. --- . bonding of rebar. No Additional bonding is required. For assistance with NEC compliance questions,
268GPM(Floor)&192GPM(Wall) "'M
��11.-.--11111121. -898-9674. For all other product installation or usage
contact a Hayward Senior Application Engineer at 888
-For2"'plumbing using centerportonly assistance, contact Hayward Technical Support at 888-429-9273.
184GPM(Floor)& 176GPM(Wall)
The complete UL Listed ColorLogic System:
part Numbers:
25506-320-000 32'channel Drain w1sump., white Non-conductive, 2 Wire, Sealed, 12V, non- Hayward 70 and 140 waft pool and spa
J -_
25506-321-000 32"Channel Drain wlSump,Gray 4— metallic with unbreakable lens and no junction box transformer retrofit kit :
serviceable parts.
25506-324-000 32"Channel Drain w1sump,Black 3_� LRBUY11H65 LRBUY1 1 P65
LPCUSllxxx LPCUNllxxx
25506-327-000 32"channel Drain wISump,Dark Gray LRBUY11M65 LRBUY11M13
25506-329-000 32"Channel Drain w1sump,Tan
LSCUS11xxx LSCUNllxxx
LRBUY11T65
25506-320-100 32"channel Drain wlFrame, white
LPLUS11xxx LSLUS11xxx
25506-321-100 32"channel Drain wlFrarne,Gray
Hayward 70 waft junction box transformer:
LPWUSllxxx
25506-324-100 32"Channel Drain wlFrame,Black
LTBUY1 1 H65
25506-327-100 32"Channel Drain wlFrame,Dark Gray Hayward non-bonded, non-grounded non-
25506-329-100 32"channel Drain wlFrame,ran 1) 25506-320-110 Frame metallic forming shells (niches)for gunite Non-conductive polymertrim rings:
2)25506-320-120 Frame Support pool and spas: LNBUY1 000 LNGUY1 000
3) 25506-320-020 32"Cover LFGUY1000(pool) LGGUY1000(spa) LNEUY1000 LNVUYI 000
4) 61008-042-022 Screw
LNFUY1000 LQBUY1000
Hayward 300 waft transformer: LQGUY1000 LQEUY1 000.
custom Molded Pro ucts, Inc. LTBUY1 1300 LQVUY1000 LQFUY1 000
Toll Free:800.733.9060 or visit us onl ne at www.c-m-p-com LFGUY1 000 LGGUY1000
Contact us for details about our complete line of p)ol,spa&whirlpool both component5L, 092500 RevA
02/11 zv
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