1661 Atlantic Beach Drive POOL24-0043 Application12" Drop
6
"
D
r
o
p 6" Drop6" Drop6" Drop<<<<<<<<
0/3'5'9' 9"
3' 6"
3' 6"
3' 6"5'4' 4"5' 6"6' 8"5'7'3'7' 7"15'9'9'8'
19' 6"10'4' 8"
24' 2"
4'
3
"4' 3"10'
4'
4
'
6
"
7' 8"
5' 8"
9' 9"13' 3"
13' 8"
3' 9"
12'
1' 6"1' 6"
13'
27' 3"23' 2"23' 10"36' 10"13'13'10'32'
19' 6"13'10'5' 2"4' 6"9' 10"9' 10"9'
3
"
9' 6"
5'3' 6"4' 9"4' 9"
15' 10"7' 5"
4' 3"
4' 6"3'
7' 5"
3'25' 2"
28'
23' 10"
1' 6"2' 6"7' 6"6' 9"3
'
6
"
3'
3'
4' 6"
3'9' 6"4' 5"13' 6"4' 5"
7' 5"3' 6"25' 9"3'40'12" Drop28'37 ft+12"+12"+12"+12"+12"+12"
+18"
+18"+1
2
"
+0"
+24"
+24"
+24"+24"
+0"
+0"
+0"
+0"
+0"
+0"
+0"
+6"
+12"
+18"
+0"
+0"+0"+0"Air Conditioning Unit
Electric Panel
Equipment Pad
3ft Tall Wall3ft Tall WallRetaining wall
Retaining wallScale: 1/8" = 1 ft
X
Project Name:2494 - Gwen Burtch-White Scale:1/8" = 1 ft
Superintendent:
Address:1661 Atlantic Beach Dr Drawn Date:10/29/24
City:Atlantic Beach Revised By:Kia Badei
State/Province:FL Revised Date:11/13/24
Zip/Postal Code:32233 Revisions:R - 4
Client Name:Gwen Burtch-White Contract Date:09/09/24
Client Email:gwenjusty@msn.com Design Date:09/29/24
Client Phone:727-647-2742 Drawn By:Kia Badei
Sales Person:Jason Hubbard Printed Date:11/13/24
Sheets:2
Pre-Site Page
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE THE SOLE PROPERTY OF OAK WELLS AQUATICS AND ARE NOT TO BE ALTERED,
REPRODUCED OR USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESSED WRITTEN AUTHORIZATION OF OAK WELLS AQUATICS
Superintendent
DECK
Deck Perimeter:
Deck Area:70 ft² - add to existing
deck area
Lanai Perimeter:N / A
Lanai Area:N / A
Total Area:70 ft²
Surface Material:Glacier Tremron Mega
Match with existing
Others:4ft Raised Beam at 12" Height
EQUIPMENT
Pump:Jandy, 1.85 hp vs flopro
Filter:Jandy, CS150
Auto Cleaner:Stub Out
Pool Light:1 x 24w LED Nich Color
Spa Light:N / A
Sanitizer:Jandy, Truclear 11 k
Heater:Jandy, jxi260 Gas
Jandy, 2500 Heat/Chill
AutoFill:N / A
Blower:1.5 hp Silencer
Deck Jet:N / A
Umbrella Holder:1 @ Shelf area
Bubbler:1 @ Shelf area
Spa side Remote:N / A
Control:Jandy, TCXP
Spa Auto Controller:N / A
Pool Drain:Channel
Spa Drain:N / A
Skimmer:Wall Skimmer - Gray
Return:2" ( 3 x inlets & 2xFloors &
4xJets on Bench area )
Cleaner:2" - Pressure side
Branch:3"
Trunk:2.5"
Fitting Color:White
Deck Drain:Gray
Others:* 18" Sheer Descent waterfall
* Automation will Control SPA
Mode Future.
* Waterfalls to be Controlled
Manualy by Hand Valve.
SPA - N/A
Envelope:
Perimeter:
Area:
Depth:
Height:
Volume:
Interior Finish:
Spillover Length(s):
Spillover Mtrl:
Tile Line:
Tile Material:
Grout:
Exterior Facing:
Coping Area:
Coping Interior:
Coping Material:
Bench:
Step Area:
Concrete:
Others:
POOL
Envelope:15' x 9'
Perimeter:40' 6"
Area:112.79 ft²
Depth:3' to 4'
Volume:1,437 gallons
Interior Finish:Blue Pearl - SunStone
Tile Line:40' 6"
Tile Material:Bay Sky - LUV - 6" x 6"
Grout:315 - Dove Gray
Coping Area:43.68 ft²
Coping Interior:40' 6"
Coping Material:Capri Stone 12" x 6"
Bull Nose
Steps:2
Benches:1
Shelf:1
Step Area:62.59 ft²
Concrete:5.3 yards³
Others:Raised Beam Material:
Lunar Crescent - 2" x 4"
Aquablla - Front only
through Watertile
Back & Side Bay Sky 6" x 6"
NOTE
Home Owner:
Irrigation System: Cut & Cap by OakWells
Access Area: Back of Land per customer / need HOA approval
Top of Beam:
Termite Company:
Screen Enclosure: N / A - 37 Liner ft Retaining wall add to the existing deck
Equipment Area:
Others: * OakWells to pay for Termite Spray under the adding Deck.
OakWells to Remove & Stack & Reuse Existing Pavers.
12" Drop
6
"
D
r
o
p 6" Drop6" Drop6" Drop<<<<<<<<
0/3'5'9' 9"
3' 6"
3' 6"
3' 6"5'4' 4"5' 6"6' 8"5'7'3'7' 7"15'9'9'8'
19' 6"10'4' 8"
24' 2"
4'
3
"4' 3"10'
4'
4
'
6
"
7' 8"
5' 8"
9' 9"13' 3"
13' 8"
3' 9"
12'
1' 6"1' 6"
13'
27' 3"23' 2"23' 10"36' 10"13'13'10'32'
19' 6"13'10'5' 2"4' 6"9' 10"9' 10"9'
3
"
9' 6"
5'3' 6"4' 9"4' 9"
15' 10"7' 5"
4' 3"
4' 6"3'
7' 5"
3'25' 2"
28'
23' 10"
1' 6"2' 6"7' 6"6' 9"3
'
6
"
3'
3'
3'
4' 6"
3'9' 6"4' 5"13' 6"4' 5"
7' 5"3' 6"25' 9"3'40'12" Drop28'37 ft+12"+12"+12"+12"+12"+12"
+18"
+18"+12"
+0"
+24"
+24"
+24"+24"
+0"
+0"
+0"
+0"
+0"
+0"
+0"
+6"
+12"
+18"
+0"
+0"+0"+0"Air Conditioning Unit
Electric Panel
Equipment Pad
3ft Tall Wall3ft Tall WallRetaining wall
Retaining wallScale: 5/32" = 1 ftPre-Site Page
Gwen Burtch - White
R-4 11/13/24
12" Drop6" Drop6" Drop6" Drop 6" Drop<<<<<<<<0/3' 6"3' 6"3' 6"7' 6
"32'
10' 6"9' 9"13'
6
"
6'
7' 7"15'9'
9'19' 6"10'4' 8"4'8'7' 8"15' 9"1' 6"1' 6"27' 3"23' 2"23' 10"36' 10"13'13'10'32' 19' 6"13'
10'
6' 6"
6'
9' 10"
9' 10"15' 2"7' 5"4' 6"3'7' 5"30'28'23' 10"14
'
2
"3'4' 6"3'9' 6"4' 5"13' 6"7' 5"25' 9"4'
40'12" Drop28'37 ft+12"+12"+12"+12"+12"+12"+18"+18"+12"+0"+24"+24"+24"+24"+0"+0"+0"+0"+0"+0"+0"+6"+12"+18"+0"+0"+0"+0"Electric PanelEquipment Pad3ft Tall Wall
Retaining wallRetaining wallGwen Burtch - White
R-4 11/13/24
Scale: 1/10" = 1 ft
12" Drop
6
"
D
r
o
p 6" Drop6" Drop6" Drop<<<<<<<<
0/3'5'9' 9"
3' 6"
3' 6"
3' 6"5'4' 4"5' 6"6' 8"5'7'3'7' 7"15'9'9'8'
19' 6"10'4' 8"
24' 2"
4'
3
"4' 3"10'
4'
4
'
6
"
7' 8"
5' 8"
9' 9"13' 3"
13' 8"
3' 9"
12'
1' 6"1' 6"
13'
27' 3"23' 2"23' 10"36' 10"13'13'10'32'
19' 6"13'10'5' 2"4' 6"9' 10"9' 10"9'
3
"
9' 6"
5'3' 6"4' 9"4' 9"
15' 10"7' 5"
4' 3"
4' 6"3'
7' 5"
3'25' 2"
28'
23' 10"
1' 6"2' 6"7' 6"6' 9"3
'
6
"
3'
3'
4' 6"
3'9' 6"4' 5"13' 6"4' 5"
7' 5"3' 6"25' 9"3'40'12" Drop28'37 ft+12"+12"+12"+12"+12"+12"
+18"
+18"+1
2
"
+0"
+24"
+24"
+24"+24"
+0"
+0"
+0"
+0"
+0"
+0"
+0"
+6"
+12"
+18"
+0"
+0"+0"+0"Air Conditioning Unit
Electric Panel
Equipment Pad
3ft Tall Wall3ft Tall WallRetaining wall
Retaining wallScale: 1/8" = 1 ft
X
Project Name:2494 - Gwen Burtch-White Scale:1/8" = 1 ft
Superintendent:
Address:1661 Atlantic Beach Dr Drawn Date:10/29/24
City:Atlantic Beach Revised By:Kia Badei
State/Province:FL Revised Date:11/13/24
Zip/Postal Code:32233 Revisions:R - 4
Client Name:Gwen Burtch-White Contract Date:09/09/24
Client Email:gwenjusty@msn.com Design Date:09/29/24
Client Phone:727-647-2742 Drawn By:Kia Badei
Sales Person:Jason Hubbard Printed Date:11/13/24
Sheets:2
Pre-Site Page
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE THE SOLE PROPERTY OF OAK WELLS AQUATICS AND ARE NOT TO BE ALTERED,
REPRODUCED OR USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESSED WRITTEN AUTHORIZATION OF OAK WELLS AQUATICS
Superintendent
DECK
Deck Perimeter:
Deck Area:70 ft² - add to existing
deck area
Lanai Perimeter:N / A
Lanai Area:N / A
Total Area:70 ft²
Surface Material:Glacier Tremron Mega
Match with existing
Others:4ft Raised Beam at 12" Height
EQUIPMENT
Pump:Jandy, 1.85 hp vs flopro
Filter:Jandy, CS150
Auto Cleaner:Stub Out
Pool Light:1 x 24w LED Nich Color
Spa Light:N / A
Sanitizer:Jandy, Truclear 11 k
Heater:Jandy, jxi260 Gas
Jandy, 2500 Heat/Chill
AutoFill:N / A
Blower:1.5 hp Silencer
Deck Jet:N / A
Umbrella Holder:1 @ Shelf area
Bubbler:1 @ Shelf area
Spa side Remote:N / A
Control:Jandy, TCXP
Spa Auto Controller:N / A
Pool Drain:Channel
Spa Drain:N / A
Skimmer:Wall Skimmer - Gray
Return:2" ( 3 x inlets & 2xFloors &
4xJets on Bench area )
Cleaner:2" - Pressure side
Branch:3"
Trunk:2.5"
Fitting Color:White
Deck Drain:Gray
Others:* 18" Sheer Descent waterfall
* Automation will Control SPA
Mode Future.
* Waterfalls to be Controlled
Manualy by Hand Valve.
SPA - N/A
Envelope:
Perimeter:
Area:
Depth:
Height:
Volume:
Interior Finish:
Spillover Length(s):
Spillover Mtrl:
Tile Line:
Tile Material:
Grout:
Exterior Facing:
Coping Area:
Coping Interior:
Coping Material:
Bench:
Step Area:
Concrete:
Others:
POOL
Envelope:15' x 9'
Perimeter:40' 6"
Area:112.79 ft²
Depth:3' to 4'
Volume:1,437 gallons
Interior Finish:Blue Pearl - SunStone
Tile Line:40' 6"
Tile Material:Bay Sky - LUV - 6" x 6"
Grout:315 - Dove Gray
Coping Area:43.68 ft²
Coping Interior:40' 6"
Coping Material:Capri Stone 12" x 6"
Bull Nose
Steps:2
Benches:1
Shelf:1
Step Area:62.59 ft²
Concrete:5.3 yards³
Others:Raised Beam Material:
Lunar Crescent - 2" x 4"
Aquablla - Front only
through Watertile
Back & Side Bay Sky 6" x 6"
NOTE
Home Owner:
Irrigation System: Cut & Cap by OakWells
Access Area: Back of Land per customer / need HOA approval
Top of Beam:
Termite Company:
Screen Enclosure: N / A - 37 Liner ft Retaining wall add to the existing deck
Equipment Area:
Others: * OakWells to pay for Termite Spray under the adding Deck.
OakWells to Remove & Stack & Reuse Existing Pavers.
11/19/20241Burtch-White1661 Atlantic Beach Dr.Atlantic Beach, FL 32233ScaleSheetNameNov 2024Sheet Title 7842 Land O’ Lakes Blvd. # 327 Land O Lakes, FL 34638AllAquaticEngineering.com ALL AQUATIC ENGINEERINGFlorida Certificate of Authorization #34988 DateSheets3ofJAX, FL 32216 (904)619-3281LICENSE – CPC1458530General Pool Information C-11. “PIPE SIZES MINIMUM” LISTED MUST BE USED, AND SIZES ARE DESIGNED TO NOT EXCEED THE FOLLOWING VELOCITIES: - 8 FT/S PRESSURE SIDE OF SYSTEM - 6 FT/S SUCTION SIDE OF SYSTEM 2. REFER TO MANUFACTURER’S INSTRUCTIONS FOR PIPE SIZE REQUIREMENTS AND CHANGE THE SIZE AS NEEDED, WHILE MEETING THE MINIMUM SIZES IN THE TABLE ABOVE. 3. ALL PIPING TO BE SCHEDULE 40 MINIMUM RATING UNLESS OTHERWISE NOTED.4. POOL EQUIPMENT PIPING SIZE TO MATCH THE EQUIPMENT CONNECTIONS, IN NO CASE SHALL THE EQUIPMENT PIPING TO BE LESS THAN 2" PIPE SIZE. 5. WALL AND FLOOR RECIRCULATION RETURNS, SPA JET LINES, AND CLEANER LINES PENETRATIONS THROUGH THE POOL OR SPA STRUCTURE SHALL BE 1.5" MINIMUM. 6. 1" CONDUIT TO BE PROVIDED FOR ALL LIGHT LOCATIONS. REFERENCE CODE/STANDARDS:THESE DRAWINGS HAVE BEEN DESIGNED TO BE IN ACCORDANCE WITH THE FOLLOWING CODES:- FLORIDA BUILDING CODE - RESIDENTIAL 8TH EDITION, (2023) SECTION 454 SWIMMING POOLS AND BATHING PLACES (PUBLIC AND PRIVATE)- FLORIDA BUILDING CODE – PLUMBING 8TH EDITION, (2023)- FLORIDA BUILDING CODE – RESIDENTIAL 8TH EDITION, (2023)- FLORIDA BUILDING CODE – MECHANICAL 8TH EDITION, (2023)- FLORIDA BUILDING CODE – ENERGY CONSERVATION 8TH EDITION, (2023)- FLORIDA BUILDING CODE – FUEL GAS 8TH EDITION, (2023)- BUILDING CODE – ACCESSIBILITY 8TH EDITION, (2023) - NATIONAL ELECTRICAL CODE NFPA 70 (2020)- FLORIDA FIRE PREVENTION CODE 8TH EDITION, (2023)- ANSI/APSP/ICC-3,ANSI/APSP/ICC-4, ANSI/APSP/ICC-5, ANSI/APSP/ICC-6, ANSI/APSP/ICC-7, ANSI/APSP/ICC-14, ANSI/APSP/ICC-15, ANSI/APSP 16-2017- ACI-318-19 (2022)11/8" = 1'-0"Minimum pipe size and velocity Recirculation Pump:> 2.5" main drain suction @ 84 gpm = 5.49 ft/s> 2" skimmer suction line @ 36 gpm = 3.51 ft/s> 1.5" wall return lines @ 36 gpm = 5.82 ft/s> 1.5" floor return lines @ 36 gpm = 5.82 ft/s> 2" cleaner line @ 36 gpm = 3.51 ft/sFeature Mode:> 1" waterfall line @ 18 gpm = 6.95 ft/s (1 gpm per inch)> 1.5" bubbler line @ 30 gpm = 4.85 ft/sSpa Mode:> 2" spa Jets return @ 80 gpm = 7.80 ft/s (5 @ 16 gpm each)
11/19/20241Burtch-White1661 Atlantic Beach Dr.Atlantic Beach, FL 32233ScaleSheetNameNov 2024Sheet Title 7842 Land O’ Lakes Blvd. # 327 Land O Lakes, FL 34638AllAquaticEngineering.com ALL AQUATIC ENGINEERINGFlorida Certificate of Authorization #34988 DateSheets3ofJAX, FL 32216 (904)619-3281LICENSE – CPC1458530CONTROL VALVEACTUATED VALVE SALT CHLORINE GENERATOR BLOWERHEATER CLEARANCEELECTRICAL CLEARANCENEC CLEARANCEEQUIPMENT SCHEMATIC3/8" = 1"SWEEP SWEEP LAYOUT BASED ON JANDY VERSA PLUMB PIPING AND FITTINGS USING SWEEPS. JRT HEAT PUMP VERSATEMPCV10x PIPE DIA. 400K BTU Velocity – Feet Per SecondPipe Size 6 FPS 8 FPS 10 FPS 1.5" 37 gpm .08' 50 gpm .14' 62 gpm .21' 2" 62 gpm .06' 82 gpm .10' 103 gpm .16' 2.5" 88 gpm .05' 117 gpm .08' 148 gpm .13' 3" 136 gpm .04' 181 gpm .07' 227 gpm .10' 4" 234 gpm .03' 313 gpm .05' 392 gpm .07' 6" 534 gpm .02' 712 gpm .03' ANSI/APSP/ICC WorksheetSwimming Pool Energy Efficiency Compliance InformationNote: These Requirements Apply ONLY to the Filtration PumpMaximum Filtration Flow Rate CalculationsPool Water Volume _____ / 360 = _____ gpm=filtration flow rateIs there an Auxiliary load on the filtration pump? Yes ___ NO ___If so, what is the auxiliary flow rate ________gpmMaximum Flow Rate _______ gpm (maximum auxiliary pool loads or the filtration flow rate, whichever is greater.) The pool filtration flow rate shall not be greater than the rate needed to turn over the pool water volume in 6 hours or 36 gpm whichever is greater. This means that for pools of less than 13,000 gallons, the pump shall be sized to have a flow rate of 36 gpm or less. Suction Pipe size @ 6 fps _________ inchReturn pipe size @ 8 fps __________ inchFilter Factors: (Cartridge .375) or (DE 2) or (Sand 15)____________ / ___________ = ________________ (flow rate) (filter factor) (minimum filter size)Filter Make/Size ____________________________________Backwash valve? Yes ____ No ____ (if yes, must be 2 inch min)Pump Selction from APSP database on Curve A (Less than 17000 gallons) or C (greater than 17,000 gallons) (circle one)Model _________________________________________Flow Rate (low speed) ______ gpm @ ________ rpmFlow Rate (high speed) ______ gpm @ ________ rpm (not required if no auxiliary load on filtration pump)Pump ControlsStandard time clock / 2 speed time clock _______ or other _____Heater Model ____________________________________Notes: suction piping in front of pump inlet must be 4 pipe diameters in length. Must have 18" straight pipe after the filter for solar. Selected Pump and Main Drain Cover:Pump selection _________________________ using pump curve for TDH & System Flow Rate (Pump model)Main Drain Cover _______________________ (System Flow Rate must not exceed approved cover flow rates) (model) (see note 3)Notes: Minimum system flow based on minimum flow per skimmer of 35 gpm. Determine the Number and Type of Required In-Floor Suction Outlets: (Check all that apply)________ Suction Outlets @ __________ gpm max. flow (see note 1)________ Suction Outlets @ __________ gpm max. flow (see note 3)________ Channel Drain @ __________ gpm w/ _______ ports (see note 4)TDH in Piping ________Filter loss in TDH (from filter data sheet) ________Heater loss in TDH (from heater data sheet) ________Total all other losses ________Total Dynamic Head (TDH) ________Determine Simplified TDH:1. Distance from closest edge of pool to equipment pad in Ft: ________2. Friction loss (in suction pipe) in _______ inch pipe per 1 ft. @ gpm = _____ (from pipe flow/friction loss chart)3. Friction loss (in return pipe) in _______ inch pipe per 1 ft. @ gpm = _____ (from pipe flow/friction loss chart)4. ________________X_______________ = ___________ (Length of Suction Pipe) (Ft of Head/ft of pipe) (TDH Suction Pipe)5. ________________X_______________ = ___________ (Length of Return Pipe) (Ft of Head/ft of pipe) (TDH Return Pipe)Determine Pipe Sizes:Suction Piping to be ______ inch to keep velocity @ 6 fps max. at ____ gpm Maximum System Flow RateReturn Piping to be ______ inch to keep velocity @ 8 fps max. at _____ gpm Maximum System Flow Rate1. Calculate Pool Volume ________X________X 7.48 (gal./cubic foot) = _____________2. Determine preferred Turnover Time in Hours: _______X60 (min/hour) = _____________3. Determine Max Flow Rate ___________ / ________ = __________ + _________ = ________4. Spa Jets: ________X________ GPM per jet = ______________ flow rate (no of Jets) (Jet Flow)(For Single Pump pool/spa combo, use the higher of No.3 or No. 4 in the following calculations for the pool & Spa)ANSI/APSP 5&7, Specifies three methods for determining the maximum system flow rate. The following simplified TDH calculation is one of the methods specified. Simplified Total Dynamic Head (TDH) Calculation WorksheetDetermine Maximum System Flow RateMinimum Flow Rate Required: 36 gpm per skimmer (required: 1 skimmer per 800 sq ft of surf. area)Flow and Friction Loss Per Foot (Schedule 40 pvc Pipe)3'(Volume in Gallons) (turnover in Min) (Recirc Flow) (Feature Flow) (Total Flow Rate)(Surface Area) (Avg Depth)(Volume in Gallons)(Hours)(turnover in Min)(Total Jet Flow Rate)Notes:1. If a variable speed pump is used, use the max pump flow in drain selection. 2. For side wall drains, use appropriate side wall drain flow as published by manufacturer.3. Insert manufacturer’s name and approved maximum flow. 4. See installation instructions for number of ports to be used.5. In-Floor suction outlet cover/grate must conform to most recent edition of ASME/ANSI A112.19.8 and be embossed with that edition approval. 6. Pump, Filter, and Heater make and model cannot change, and equipment location cannot be moved closer to the pool without submitting a revised plan and TDH calculation worksheet for approval. Mechanical Design M-1112.791.7031,43763601,43736048 84204802.52.58484682.52.5.05.0890130.05.084.5010.4014.90316235.91,437 3.99X48 or 80842.52.5.3753696XX36 2750843450ENGINEER’S STATEMENT:INFORMATION THIS SHEET HAS BEEN COMPLETED BY THE ENGINEER OF RECORD AND IS BASED ON THE DRAWINGS PROVIDED BY THE BUILDER. ENGINEER HAS VERIFIED THE SIMPLE TOTAL DYNAMIC HEAD CALCULATIONS SHOWN THIS SHEET WITH ENGINEER’S POOL CALCULATION PROGRAM. ENGINEER’S CALCULATIONS COVER THE POOL RECIRCULATION, SPA JET FLOW, AND/OR FEATURE FLOWS, FOR SINGLE OR MULTIPLE PUMP SYSTEMS. EACH PROJECT IS ENGINEERED SPECIFIC TO THE POOL SHOWN ON SHEET C-1. As Noted(use 36)3.99TDH CALCULATIONS ASSUME PLUMBING OF THE EQUIPMENT SIMILAR TO AS SHOWN HERE. 2CMP Channel Drain32" 2982-2.5"Not to Scale Jandy CS150 Cartridge, 150SFJandy 1.85 HP VSJandy 1.85 HP VSJandy JRT2500R Heat Pump and Jandy JXI260 GasNot to Scale PLUMBING TRENCH WITH PIPES SIZED PER C-1
11/19/20241Burtch-White1661 Atlantic Beach Dr.Atlantic Beach, FL 32233ScaleSheetNameNov 2024Sheet Title 7842 Land O’ Lakes Blvd. # 327 Land O Lakes, FL 34638AllAquaticEngineering.com ALL AQUATIC ENGINEERINGFlorida Certificate of Authorization #34988 DateSheets3ofJAX, FL 32216 (904)619-3281LICENSE – CPC1458530 GENERAL STRUCTURAL NOTATION: > REBAR SIZING AS SHOWN HEREIN > REBAR ASTM A615 GRADE 60 >CONCRETE COVERAGE @ REINFORCEMENT-3" IN FOOTINGS-2" IN ALL OTHERS > 4K PSI PUMP GRADE CONCRETE READY MIX > BAR ENDS LAPPED @ 40 BAR DIAMETERSStructural Details S-11/2" = 1"REFERENCE CODE/STANDARDS:THESE DRAWINGS HAVE BEEN DESIGNED TO BE IN ACCORDANCE WITH THE FOLLOWING CODES:- FLORIDA BUILDING CODE - RESIDENTIAL 8TH EDITION, (2023) SECTION 454 SWIMMING POOLS AND BATHING PLACES (PUBLIC AND PRIVATE)- FLORIDA BUILDING CODE – PLUMBING 8TH EDITION, (2023)- FLORIDA BUILDING CODE – RESIDENTIAL 8TH EDITION, (2023)- FLORIDA BUILDING CODE – MECHANICAL 8TH EDITION, (2023)- FLORIDA BUILDING CODE – ENERGY CONSERVATION 8TH EDITION, (2023)- FLORIDA BUILDING CODE – FUEL GAS 8TH EDITION, (2023)- BUILDING CODE – ACCESSIBILITY 8TH EDITION, (2023) - NATIONAL ELECTRICAL CODE NFPA 70 (2020)- FLORIDA FIRE PREVENTION CODE 8TH EDITION, (2023)- ANSI/APSP/ICC-3,ANSI/APSP/ICC-4, ANSI/APSP/ICC-5, ANSI/APSP/ICC-6, ANSI/APSP/ICC-7, ANSI/APSP/ICC-14, ANSI/APSP/ICC-15, ANSI/APSP 16-2017- ACI-318-19 (2022)3#3 REBAR @ 10" OC EACH WAY CONTINUOUS IN POOL SHELLTYPICAL POOL COPING6"POOL BEAM THICKNESSMIN. POOL WALL THICKNESS6"MIN. POOL FLOOR THICKNESSVARIES (6FT MAX)DECK (PAVER OR CONCRETE)(2) # 3 CONT. BOND BEAMCONCRETE POOL SHELL8" POOL WALL/FLOOR SECTION 1/2" = 1"WATERLINEDECK (PAVER OR CONCRETE)WATERLINE1'-6"POOL STRUCTURE #3 REBAR @ 10" OC EACH WAY CONTINUOUS IN POOL SHELL6" MIN. 6" MIN. 6"BENCH SECTION 1/2" = 1"#3 REBAR @ 10" OC EACH WAY CONTINUOUS IN POOL SHELLPOOL BEAM THICKNESSDECK (PAVER OR CONCRETE)8"6"SEE PLANSEE PLAN STEP HEIGHTS TO BE UNIFORM 1'-0"(TYP)WATERLINESUN SHELF WITH STAIRS SECTION 1/2" = 1"PIPE FOR BUBBLER OR UMBRELLA SLEEVE (OPTIONAL)#3 REBAR @ 10" OC EACH WAY CONTINUOUS IN POOL SHELLPOOL BEAM THICKNESS6"SEE PLANSEE PLANWATERLINE6"6"DECK (PAVER OR CONCRETE)8"SUN SHELF SECTION 1/2" = 1"PIPE FOR BUBBLER OR UMBRELLA SLEEVE (OPTIONAL)#3 REBAR @ 10" OC EACH WAY CONTINUOUS IN POOL SHELLTYPICAL POOL COPING6"MIN. POOL WALL THICKNESS6"MIN. POOL FLOOR THICKNESSVARIES (UP TO 6FT)(2) # 3 CONT. BOND BEAMCONCRETE POOL SHELLXRAISED WALL THICKNESS (6" MIN. 18" MAX) DESIGN FOR UP TO 36" ABOVE POOL(2) # 3 CONT. BOND BEAM#3 REBAR @ 10" OC EACH WAY CONTINUOUS IN POOL SHELL8"POOL BEAM THICKNESS COPINGCONTINUE REBAR TO/FROM POOL SHELL DECKRAISED BEAM SECTION 1/2" = 1"Not to Scale