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LENGTH
LADDERS ME TO
CROSS BRACED PER ESCUTCHEON
GENERA L NO TES r6* WATER COPING v WATER MANUFACTURERS SPECS PLATE
LINE LINE
FFor pool plan, size, deck, and special details, see Conbvictor's Pool Plan. y WATER
S.S. LADDER POOL
2. Pool Walls shall be 5' thick and Floors shall be 6' thick and shall be pneumatically LINE LO 5: DRAIN COVER/GRATE 14' MIN.
POOL I V DECK
applied Concrete with a Compressive Strength of 3,000 psi in 28 days. Concrete MUST CONFORM TO 18' MAX.
STEPS y id;'1
Decks shall be 2,500 psi. Concrete construction will conform to ACI Standard 318. 9 OL THE LATEST EDITION 5'
- -Z- 2
POOL LEVEL EXPANSION
3. All Pool construction shall comply with Florida Building Code Building 2007 and Z OF ANISI/ASME I
Go LIGHT SUP RESISTANT JOINTS AS
%rido Building Code Residential 2007, together with 2009 Revisions, ANSI/NSP on 112.19.8 WEDGE REQUIRED
.:Z TREAD SURFACI
National Stondord-5 for Residential Inground Swimming Pools, ANSI/NSP National POOL STEPS: ANCHOR
SUCTI
Standard-3 for Permanently Installed Residential Spas, ANSI/APSP-7 American RISERS: 12' MAX. DUAL SUCTION OUTLET AND APPROVED GRATE ADDITIONAL CONCRETE
National Standard for Suction Entrapment Avoidance In Swimming Pools, Wading TREAD: 10" MIN. (240 SQ. IN. MIN.) WITH 3'-0' OF SEPARATION CENTER LINE TO '*"—UNDISTURBED
AS REQUIRED FOR
Pools, Spas, Hot Tubs and Catch Basins and the Latest Adapted National Electric CENTER UNE OR APPROVED CHANNEL DRAIN SOILS 3' MIN. TO 6" MAX STURDY INSTALLATION
lode (NEC). POOL SECTION SET INTO CENTER OF STEEL GRID AT THE (NO VOIDS) BETWEEN TREAD #8 BARE, SOLID, COPPER
4. All Pool Piping to be Schedule 40 PVC, bearing the mark of NSF Approval unless (L0NGrrUD5W)_ POOLS DEEPEST POINT AND POOL WALL RU BER CONDUCTOR TO SHE11
otherwise noted. SWIM—OUT DETAIL BU PER
5. All Reinforcing Steel to conform to ASTM 615, Grade 40. Reinforcing shall be J3 CONCRETE DECK (OPTIONAL) W/ SUP RESISTANT REINFORCING
13ars at 12' on center in each direction, W/ 15' lop joints in walls; and floors up TOPPING ON COMPACTED GROUND W/ ALL 8. DECK OVER
�to 6'. Over 6' use #3 bars at 6' on center vertacally and 12" on center ORGANIC MATERIAL REMOVED. 4' NOM. THK. W/ POUR OR TYPICAL LADDER DETAIL
FIBER MESH OR 5* NOM. THK. W/ J3 REBARS. BRICK COPING
horizontally in the areas over 6'. /-18 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 WATER
over shall be 3'. With a Barrier (Steeftex) between Concrete and Earth, the (USE 2–#3 BARS CONT. IN 8-xB- (BY OTHERS) TIME
Go LINE ME
WA
6UN
WAT
U
3*N E
BARS 11L
N N T'
minimum cover shall be 1X". BOND BEAMS) 6. -To SERVICE CLOCK
6. M Metallic Pool Fittings within 5' of the inside wall and deck reinforcing steel to be TO TRANSFORMER OF 1–13 BAR PANEL
V WATER WATER CONT. IN 5'
bonded to the Pool Reinforcing Steel with #8 AWG Copper Wire. The #8 Copper (BY OTHERS) 2–#3 BARS SPST TOGGLE
'Afire to be run internally and externally with the NEC approved PVC Light Conduit LINE on LINE THICK BOND W.P.
1 1;9'0= T. I E SWITCH i
oo CONT. IN DISC.
irorm the Ught Niche to the Junction Box. Completion of the pool grounding to the R TILES BEAM 4'-0' CT 7 V
8'XB' BOND
- JUNCTION 12V
IDectrical Panel Ground to be by Electrician. BEAM 5.
7. Bond all Sheathed Cables, Raceways, Metal Piping and all Fixed Metal Parts not 5' POOL TRANS.
iieponated by a permanent barrier, if within 5'-0* Horizontally from Water and U.L. APPROVED 120 VAC/30OW POOL IF DECK
MARBLE
AL
'12'-0" Vertically of Maximum Water Level. PLASTER LIGHT W/ GFI OR 12V/40OW MAX. POOL MIN. 1X* COVER y WATER Ila L ELECTRICAL WORK
LIGHT W/ LOW WATER CUT–OFF IN U.L. OVER ALL BARS LINE SHALL CON
8. !Equipotential Bonding to be accomplished in accordance with Article 680 of the FINISH FORM WITH
Latest Adapted National Electrical Code (NEC). APPROVED GREY PLASTIC FORMING SHELL (SEE NOTE 15) ART. 680 OF THE
9. iPool or Patio shall bear only on Rock or Clean Sand, which shall be compacted to OR APPROVED EQUAL W/ #8 AING BOND I ..... 3 #12 IN )J-j LATEST ADAPTED NEC.
provide a Structurally Safe Bearing Capacity. Any Unsuitable Material encountered in WIRE PER N.E.C. A L TERNA TE REA M CONDUIT
excavation shall be removed in its entirety and the area shall be backfilled with
acceptable material and properly compacted. Where unsuitable Material cannot be STEELTEX (OPTIONAL) J3 BARS 0 12- O.C. EACH WAY 12V/40OW MAX. POOL LIGHT W/ LOW
FINISH DETA IL WATER CUT–OFF OR 120 V.A.C. W/ GFI
removed, the pool must be redesigned.
10. The Contractor must protect Existing Structures from failure by acceptable methods POOL STRUCTURAL DETAILS PER NEC.
DISTANCE LESS NEW OR
if required. The Engineer accepts no responsibility for the safety of Existing VARIES 18* THAN 1 ON 1 + 1 EXISTING ELECTRICAL DIAGRAM
Structures. -COPING STRUCTURE
11. The Design Engineer assumes no responsibility for pool construction in Easements or SEE SEAT I I
Required Setback areas. Pool Contractor and/or Owner shall verify the layout and PLAN V WATER
oll dimesions shown prior to construction. v WATER LINE
12. Contractor shall determine the location of all Utilities in r"on to the Pool and its LINE . —1
ations GO #3 BARS 0 12'--�,,'
Equipment and ensure minimum clearances in accordance with Local Regul THERAPY O.C. EACH WAY Drawn By: A R PATrON & Specializing in
and Ordinances. LINES CO 6f6li MUST PLACE ALL STEEL IN THE POOL
5
13. C ontractor shall provide adequate Temporary Fencing around the construction area 6' WALL WALL AT NO MORE THAN 6* ON CENTER IN BOTH Associates, Inc. Residential and Cor
. 4 ------
lo prevent unauthorized entry into the Pool Area. e RETURN THICKNESS DIRECTIONS IN THIS CRITICAL AREA. ALSO THE POOL (407) 977-1892 Pools, Fountains ar
UNL3
14. If a water supply is provided, a minimum 3' Atmospheric Break will be provided. 116 MARBLE SHELL WALL SHALL BE CONSTRUCTED TO 6' THICKN
15. 41 Structural, Filtration and Electrical details outlined in these drawings also relate GUNITE PLASTER THE STEEL. MAT AND THICKER SHELL WALL SHALL
to Spa Construction. REBOUND FINISH
EXTEND ALONG THE CRITICAL AREA AND TO A POINT
16. 091 Pool and Spa Heaters shall be equipped with an On/Off Switch mounted for (2) 8-0 ANTI–VORTEX WHICH IS GREATER THAN THE MINIMUM REQUIRED AS 0
L
#3 BARS 0 BUVM4 4.0
fasy access to allow the Heater to be Shut Off without adjusting the Thermostat DRAINS SEPARATED BY 3' DETERMINED BY THE I ON 1 + 1 METHOD.
12041 Beach B1. #:
vettings and to allow restarting without relighting the Pilot Light. 12' O.C.E.W. fl 1111-111 1
17. JVARNINGI To empty the Pool for any reason, the Hydrostatic Uplift Pressure must SPA STRUCTURAL DETAILS TYPICAL WALL AND 3acksonville, FL 3�
ke eliminated. The Owner must consult a Contractor experienced in eliminating PLAN EXPIRES I YEAR FROM THE
Uplift Pressure. FLOOR WITHIN 904-620-0090 Cr
SIGNATURE DATE OR THE EFFECTIVE
SPILLWAY PER [L6x6 GLASS–BLOCK DATE OF A MAJOR FLORIDA BUILDING
1 MAIN DRAIN LINE M ANGLE OF REPOSE CODE CHANGE WHICHEVER IS SOONER CPC 1456765
2 SKIMMER LINE CONTRACTORS POOL IN 2,500 psi
3 WASTE LINE COPING
PLAN U:Y
C ts
E EM (IF SPECIFIED)
-I
4 RETURN LINE MAY 2 6 2009
D 3 WATERLINE TILES Date
C 5 PRESSURE CLEANING *;0 RESIDENTIAL 5
C LINE (OPTIONAL) I ho-210 hobo.. 1 :9 v WATER 16.
LINE SWIMMING POOL 4" tj
A MR & LINT STRAJNER MASTER SPECIFICATION
5 B B RECIRCULATION PUMP INTERIOR
C FILTER
H
Date
4 A POOL FINISH G RD H. S EPAR P.E. DRAWING IX Z It
S
L
D IN–UNE CHLORINATOR 5 W 19
I-44off, (OPTIONAL) FIL PE 193 FOR
2 E HEATER (OPTIONAL) #3 REBAR 0 12' 672 N. Semoran Blvd., Ste 203 DUVAL COUNTY
1 O.C.E.W. OrIlando, FIL 32807
FIL TER SWER RAISED SPA DETAIL Office: (407) 275-1099
Fax: (407) 275-1015 le: None Rev 6 — 5/26/09 JAX
PC.
Head Loss(Feet of Water)
2.31 Feet of Water I PSI
ca W 0.
CD (n CD
Head Loss (Feet of Water)
2.31 Feet of Water I PSI
4 CD 00 C) m
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V- G-B-2008 Compliant
IAPMO RESEARCH AND TESTING, INC.
CERTIFICATE OF LISTING 7-3/4" Round Pool Drains
Page 2
-Rev. 11/25/2009- Void After: Septembler2010
Product: Suction Fittings File No. SP-5066
Issued To: Custom Molded Products
ist Tested to ASME
17025.
Al 12.19.8-2007
MODELS:
MODEL NO. DESCRIPTION
*Plastic Cover Flow
25201-2xx (170 gpm) C
25202 (150 GPM) Rated at 146 GPM
25SOS-09x 911 x 911 Square Pool Drain (170 GPM)
25508-12x 1211 x 12" Square Pool Drain (385 GPM)
25508-18x 18 11 x 18 11 frame with four 91, x 91, Square Pool Drains (610 gpm) e Floor or Wall
25539-70x With Mud Ring (146 GPM)
25539-80x with mud Ring (146 GPM)
25548-70x With Mud Ring (146 GPM) Max Flow @ 1.5 FPS
25513-70x With Sump and Two2l' Threaded Outlets (146 GPM)
25513-80x With Sump and Two 2" Pipe Outlets (146 GPM) iS 62.62 GPM
2551S-70x With Sump and Two 2" Pipe Outlets (146 GPM)
25516-70x With Sump and Two 21' Pipe Outlets (146 GPM) e IAPM0 File SP-5066
25517-70x With Sump and Two 1-1/2" Pipe Outlets (146 GPM) Open.area 13.40 in 2
8-inch size cover
25514-00x With sump and two 2" threaded outlets (95 GPM)
25519-00x With sump and two 2" threaded outlets (95 GPM)
25531-00x With mud ring (95 GPM)
2S537-00x With mud ring (95 GPM)
25548-00x With mud ring (95 GPM) 25539-7" Llid Gunke Frame
25539-BIDX Lid Plaster Frame (Flat)
7-3/4 inch size cover
2 5513-00x With sump and two 2" threadedoutlets (95 GPM) 25:517-70X Bottom x Bottom Drain(1-1 Ir Socket x 2"Spigot)
2 SS13-10x With sump and two 211 pipe outlets (9S GPM) 25513-25X Side x Bottom Drain 12.5"Socket)
25515-00x With sump and two 2" threaded outlets (95 GPM)
25S16-00x With sump and two 211 threaded outlets (95 GPM) 25513-30X Side x Bottom Drain(3"S*cket)
2 5S39-00x With mud ring (95 GPM)
25S39-10x With mud ring (95 GPM) 25513-70X Side x Bottom Drain(2"FIP)
2,551 3-80X Side x Bottom Drain(2"Socket)
X = Color 25516-70X Side x Bottom,Drain w/Extension Collar(2"Sodcet)
0 = White 25515-70X Vinyl Liner Drain (2"F1 P)
1 = Medium Gray
25548-70X Vinyl Liner Lid&Ring
25539-70X-0 10 7-3/4-VGB LAd 0* (Fits In our oldstyle 25539-000)
th#uX"can b*any rmmb4r bow"n 0 wW 9 to 1n4kw*e*l*r
Custorn Molded Products, Inc.
To 11 Free:800.733.9060 or visit us on I i ne at wwwx-rn-p.co tin
DOC#081A I
Contact us for details about our complete line ofpool&spa components.'!
Coast to Coast Since 19rA
Slko Certified Pool Builder
CPC 1456765 PHONE:904-620-0090 wit
[I-U- E HNNENPO)LS FAX 904-.620-0206 Ila
$
Since
1954
SCREEN FOOTER DETAILS.
Its
CONCRETE DECKJN
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Pool Area to be Fenced or Screened per
i he Local Builrl;nq Codes. 7 Directions To Site: 4),4
+ +
G BWE HMN Paw
Coast to Coast Since 1 4 Since 1954 PHONE: 904-620-0090
Fill ',c 7
State Certified Pool Build r FAX: 904-620-0206
CPC1456765
3Z No
GENERAL POOL SPECIFICATIONS
j I MAX. WIDTH: MAX. LENGTH: 32-
PERIMETER: 32- ft. SURFACEAREA: +10 SF
POOL DEPTHS: z IG" ft. TO ft TO ft
EXCAVATION DECKING
TYPE: S
r- o^j T-A C-,-7-: REMOVE DIRT- TYPE: 0,+ve-1Z +7 0 Q. FT.
/q(C_Al- REMOVE STUMP(S): COLOR:
RISERS:
Z -3 -7 G S'+ REMOVE FENCE: loj6 - 6-A 7-6
REPLACE FENCE: lvo6 - ,,,T?� TOP EXIST- _Z�,ICZ- ^4v-1,9S 41z�SQ.
REMOVE CONCRETE: 1vo wc SQ. FT. DECK DRAINS:
FOOTERS:
EQUIPMENT
PLUMBING
FILTER: SIZE: 4-45-0
r- FILTER RUN: eo I
RETURNLINES: J6-rre_� iw �2,51 PUMP HP: 6- SPEED: I
WATER FEATURE: 1,19,wz- B.H.C.C. f
ELECTRICAL SANITIZER: 02-olif,
To :5 1 D Z to 7_� 2 1, 7
RUN BY. FEET- LIGHT. S 6 o i�j
CLEANER: &064- V,+e
GUNITE
SWIM-OUT/LOVESEAT rwo(Z-) .9'rA 13 WATER FEATURE: Noj(�
EXT.2ndSTEP:
-qL-- SCfiEr_d roorlIV& /Z ro Z+ r4 - BOOSTER PUMP:
R.B.B. IN X YT
-7 R.B.B. -4 IN X 19- FT HEAT PUMP: T tj L.vl�4�0 SIZE: 11C, ouo
)< 4 HEATER: lqo"jl- BTU: NAT-LP
R.B.B. -6� IN X -(4 FT —
/Z
V A (CIRCLE ONE)
A] 7--14 4 -7"-r 3z COPING
SPA
tj I..,e r
TYPE,6u4-1-,jbS&
i 0 SIZE: 7' E Lk 4.47-e--V I?-
�7,)w 6 r,
TILE PLUMBING RUN: '30'
TYPE:
NUMBER OF JETS:
GLASS BLOCKS: 1,1oit-
BLOWER HP: I
/V e L,0,�U OTHER: /v
ioWtjl�"' 7-5 rorrg�e7) 4 FUNCTION SPA SIDE SWITCH: lJo N4
INTERIOR FINISH
LIGHT-
TYPE:
COLOR:
ADDITIONAL SPECIFICATIONS: () HAA3vqAjL OT-
%T-3
Q3
BUYER Please to
Approve the Above Specifications: V*
;-A ri o
_5 r/^/ Approve the equipment Location: C,�,V r.
0 A14�� �5 TDR / 1 0
Customer's Signature olr �c Date: 9-3-lo
Name: A/CA-'
r"
Address: S-� �4,ff,�-_ rel;,,exr� W _ C4: 9 Iz �c
Jurisdiction: (�/ry —Zip: .3 Z Z 3
44on%e-Phone Number: z 7,+- -7 6 5-1 -Business Phone h,be C I�L
40 0/�
Lot: Block: County: Pb Pg:
CALE: Y8" 1 011 Subdivision:
ANSI/APSP-7 2006 Specifies three methods for determining the maximum system flow rate. The following Entry Fields
simplified TDH calculation is one of the methods specified. Total Head In Feet Conversion Chart
Inches Mercury (Vacuum Gouge)
Simplified Totol Dynamic Head(TDH) Calculation Worksheet
1 0 2 1 4. 6 1 8 10 1 12 T4 16 ; 18
Determine Maximum Sys�em Flow Rate 0 0.0 1 7_3 1 *.5 6.8 9.0 3.6 15.8 18-t 213.3
Pool Volume: 410 x 4.25 x 7.48 13034 1 2-3 1 L6 6.a 9.1 11.4 13.6 1 15.9 W 2D.4, zj_j
Gal/Cub Ft Vol.in Gal 2 4.6 6S 9.1 11.4 13.7 1&0 1&Z 20.4 22.7 1-2-57(3
Surf Area Avg Depth 3 6.9 9.2 11.5 13.7 1&0 1&2 20.5
Pref Turnover 2.15 x 60 129 4 9.2 11-5 13.3 16.0 121.3 = 223 25.1 27-1 29.6
Houis Min/hr Turnover in Min 5 1 1.5_, 142 16.1 1&3 2116 22,11 25.1 Z7�4 29.6 31.9
6 IU 1 16.1 18A 20.6 22-9 25.2 77.4 29.7 31.9 34.2
Max Flow Rate 130�:4 129 101.04 + 0 101-04 Cannot be higher than ratedfor main drain cover 7 16.2 1&4 1 M.7 23.0 25.2 27,5 29.7 324 X3 364 1
Vol in�Sal Turnoverin Min Pool Flow rate Feat Flow Rate Sys Flow Rate a ILS 2D.7 23.0 25.3 27.5 29-8 32.0 34-3 1 3116 3M
Use the greater of these two for system flow rate 9 20A 23.1 253 27.6 1 29.5 32.1 34.3 XG I 3U 41.1
Spa Jets 4 x 10 40 - 10 23.1 25.4 27.6 29.9 32,11 34.4 36.7 33.9 41.2 43.4
No.Jets Flow Rate Tota I Jet Flow Rate 11 25.4 27.7 29.9 32-2 34.5 X7 9T 41.2 4&5 45.8
12 27.7 33LO 32.2 34.5 3MB 38.0 41.3 43.5 4&5 4&1
Determine Pipe Sizes C" 13 30-0 32:3- 34Z 3U 39.1 41.3 434 45a 4&1 %4
11 FLOW&FRICTION LOSS PER FOOT 14 32.3 34.6 X9 i
Branch Pipe NA gpm Max System Flow Rate 39-t 41.4 4.16 W 48.2 50.4 52,7
to keep\oelocity @ 6fps max at Velocity-Feet Per Second C-) is 34.6 36-9 39.2 41.4 43.7 45.9 43.2 5M5 5-1-7 55.0
BRANCH TRUNK(Suct) RETURN so- 16 37.0 39.2 41.5 43.7 46.0 4113 50.5 518 MO 5:7.3
= 17 39.3 41Z 433 48.1 W 5tL6 5" S5.1 .57 A Sez
Trunk Pipe 2.5, 117 gpm Max System Flow Rate Pipe Size 6 FPS 8 FPS 10 FPS 00 . (7`1
- 18 41.6 43.5 W 4&4 50.6 519 W 57.4 59,7 61a
to keep\,elocity @ 8 fps max at ill 16 gpm .014' 21 gpm .023' 26 gpm .35' 19 4&9
4IL2 4&4 X7 522 5&2 57.4 59.7 61.0 "2 lz Cz
1.5" 37gpm .08' 50 gpm .14' 62 gpm .21' 20 4M 4U 50.7 W4 M2 57.5 $9.8 OLD 64.3 6&5 1
Return Pipe 2.5" to 146 gpm Max System Flow Rate 2" .62 gpm .06' .10' 103 gpm .16'
.82 gpm 21 4W f"
SM 3&0 55.3 57.6 sais azi s4z sLe us
to keep velocity @ 10fps max at 2.5" 88 gpm .05' 117 gpm .09' 146 gpm .13' 22 50A 53.1 sU 57.6 59-9 ELI 64.4 66.6 iS&9 712
3" 136 gpm .04' 181 gpm .07' 227 gpm 1.10' 1 23 53.1 55.4 57.7 59.9 62.2 64.4 6&7 69A 71.2 0
24 5&4 51.7 60.0 64,5 66.7 IMO 71.3 73.5 75A
Determine Simplified TD 1 4" 234 gpm .03' 313 gpm .05' 3929pm 1.07' 1 0
6" 534 gpm .02' 712 gpm .03' 25 57.8 OU 62.3 64.5 66.8 1 69.1 71.3 73.6 75.3 Xt
30
Distance from pool to pump in feet: I
25 SCLI 62.3 54.5 S&a 59.1 71.4 73.6 75.9 7&1 am+
27 &L4 64.6 6" 69.2 71.4 73,7 7&9 719.2 a(L5 V,7 ts
4)
Suction Pipe Friction loss in 2.5 pipe per 1' @ 117 0.09 pipeflow/friction loss 23 W. 6" 09.2 71.5 73.7 X0 7a.2 80.3 a2_5 M :t
gpm 29 67.0 993 71.5 7.3.8 7&0 703 aU 8Z8 B&I 974
30 692 71.6 73.8 76.1 7&,3 80.6 W-9 MI 87.4 89.6
Return Pipe Friction loss in 2.5" pipe per V@ 146 0.13 pipeflow/friction loss 31 71.6 73.9 76.1 7&4 M7 Sit M-2 87.4. as.-7 910
gpm 32 73S 7IL2 X4 8M7 1110 SU 97.5 9zo 94.3 M
33 76.2 7&5 W7 &ID WL3 -63- 8918 nO 94-3 9&5 :b% Qj
Ln Q 1� L�
Suction TDH 30 x 0.09 2.70 PSI CONVERSION FACTOR 2.31 ? 34 7U a" all $321 1117.6 89.8 92.1 94.4 as g&g z 0
Ft of head per 1' TDH 35 aM9 83.1 65.4 97.6 159-9 9Z2 94.4 96.7 ga-9 1012 lZ CX
Length & 1:3
0 C)
Return TDH 30 x 0.13 3.90 Manuf.Cut Sheets Attached. NOTE- FIELD TDH MUST BE EQUAL TO OR HIGHER THAN THE CALCULATED TDH
Length Ft of head per 1' TDH TDH in Piping 6.60
Filter loss in TDH 10.50 + X Pump Heater Job Name: Galwe
Notes:
Heat Pump loss in TDH 36 + X Filter X Heat Pump Job Address: 1656 Park Terrace W
1. If a variable speed pump is used, use the max.
Total all other loss + X Drain(s) Water Feat. pump flow in calculations Atlantic Beach, FL
Total Simplified TDH 2. For side wall drains, use appropriate side wall 12041 Beach Blvd.#20
drain flow as published by the manufacturer MU15%,
3. Insert manufacturer's name and aproved HNM Jacksonville,FL 32246
Selected Pump and Ma i drain Cover.- maximum flow F)4M 904-620-0090
4. See Installation Instructions for number of ports CPC 1456765
Pump Hayward SP3210x15 1.5 using pump curve for TDH&System Flow Rate to be used
5. In-Floor Suction outlet cover/grate must conform Date 1?-2-+
MID Cover ClVF` 25539-70X 236 System flow rate must not exceed approved cover flow rates to most recent edition of ASME/ANSI Al 12.19.8
Rated for Sys Flow Rate and be embossed with that edition approval
6. Pump,filter&heater make and model cannot be Contractors Signature
Determine the number and type of reguired in-floor suction outlets: changed and equipment location cannot be moved Kenneth M.Quintal
closer to pool without submitting a revised plan Contractors Printed Name
and TDH calculation worksheet for approval
Single Drain I CPM 25513-300 suction outlets @ 146 gpm max.flow (100%of one drain) CPC-1456765
Multiple Drains suction outlets @ gpm max.flow(66%of all 3 drains) Contractors License No.
Channel drain 1 channel drain @ gpm w/ ports 904-620-0090
Contractors Telephone
Total Head (Feet of Water)
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Custom Molded Produicts, Inc.
Toll Free: 800.733.9060 or visit us on I i ne at wwwx-rn-p.co m
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