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1793 Atlantic Beach Dr POOL20-0026 12-11-2020 revision11' 6"8' 6"20' P/E 6' 6"Scale: 1/10" = 1 ft IMPERVIOUS CALCULATIONS House: 1802 SFDriveway & Walks: 505 SFPorch: 302 SF Pool Deck: 822 SF A/C-P/E pads: 40 SF _______________________ Total Impervious: 3471 Lot Size: 6600SF Percent Impervious: 53% 1793 Lot 40 Atlantic Beach Country Club Unit 2 15' 6"20' 2' 6"4' 10"3' 13' 2"5' 4"26' 7"14' 2"2' 2"7' 1"2' 6"2' 6" Bench Bench 2'6" Columns Raised 12" with tile 3'-6" Depth 5'-0" Depth Paver Decking 805 sf Paver Decking 329 sf with step 5' 6"Extend Lanai 5'6" at same elevation. Add Step to -12" off of Lanai (0") (0") (-6") (-12") 18" Sheer Falls 18" SheerFalls 15' 3"17' 6"10'13' 2"5' R R R SkimmerAuto Fill light light light light R R R R R R R 3' 7' Spa Raised 12" Steps Sun Shelf R Bubbler Ftn. 7' Owner: Graves Residence Address: 1793 Atlantic Beach Drive City: Atlantic Beach Phone: 904-614-4100 State: FL Zip: 32233 POOL SPECS SIZE: 15'3"x 25'3"SQFT: 309 DEPTH: 3'6" to 5' EST TOTAL GALLONS: 10,250 PERIMETER: 70 SPA SPECS DEPTH: 36" SIZE: 7' EST TOTAL GALLONS: PERIMETER: 25 SQFT: 38 RAISED HEIGHT: 12" with tile RETURNS: (3) wall SKIMMERS: (1) SPECIAL: (2) Raised columns NOTES: SPILLWAY: Yes - 4' wide SKIMMERS: NA RETURNS: (6) Therapy Jets SPECIAL: Fountain line NOTES: PLUMBING RETURNS: (3) wall SKIMMERS: (1) POOL MAIN DRAINS: (2)SPA MAIN DRAINS: CLEANING SYSTEM:HEADS: VAC LINES: Yes ROBOT VAC: Polaris 360 WATER FEATURES:(2) 18" sheer falls SPA SPILLWAY: LIGHTS IN POOL: (3) Nicheless LED LIGHTS IN SPA: TOTAL PIPE: DECK DECK TYPE: Brick Pavers ELEVATION: -12" off Lanai INTERIOR MATERIAL: CLI Pebble interior TILE: 6" x 6" Std INTERIOR MATERIAL: CLI Pebble TILE: 6" x 6" TOTAL DECK SQFT: 805 pool, 329 lanai PERIMETER: RAISED BEAM: (2) columns @12' high LIP STYLE: Paver Bullnise MATERIAL 1: Pavers MATERIAL 2: Thin pavers NOTES: SPECIAL: Fountain line, auto fill, cleaner line, bubbler line in sunshelf NOTES: SPECIAL: Extend existing lanai by 5'6" and add a step per plans EQUIPMENT POOL PUMP: Hayward TriStar VS 2ND PUMP: FILTRATION: Hayward Cartridge FILTER SIZE: 200 sf SwimClear HEATER: NA - prewire only INLINE: 40K salt cell TIMER: Omni Logic GAS: Hayward 400,000 Btu gas NOTES: SPECIAL: Auto fill, (2) 18" sheer falls, bubbler in SS Simplified Total Dynamic Head (TDH) Calculation Worksheet Determine Maximum System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer 1. Calculate Pool Volume: _____________ x _____________ x 7.48 (gal./cubic foot) = ______________ (Surface Area) (Average Depth) (Volume in gallons) 2. Determine preferred Turnover Time in hours: ____________ x 60 (minutes / hour) = ______________ (Hours) (Turnover in Minutes) 3. Determine Max Flow Rate: __________ / __________ = __________ + __________ = ____________ (Volume in gallons) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate) 4. Spa Jets: __________ x __________ gpm per jet = ___________ flow rate. (Number of jets) (Jet Flow) (Total Jet flow Rate) (For single pump pool/spa combo, use the higher of No. 3 or No. 4 in the following calculations for the pool & spa) Determine Pipe Sizes: Branch Piping to be ______ inch to keep velocity @ 6 fps max. at ______ gpm Maximum System Flow Rate. Trunk Piping to be ______ inch to keep velocity @ 8 fps max. at ______ gpm Maximum System Flow Rate. Return Piping to be ______ inch to keep velocity @10 fps max. at ______ gpm Maximum System Flow Rate. Determine Simplified TDH: 1. Distance from pool to pump in feet: ___________ 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. Length of suction pipe ______ x ft. of head/1 ft of pipe ______ = TDH suction pipe ______ 5. Length of return pipe ______ x ft. of head/1 ft of pipe ______ = TDH return pipe ______ TDH in Piping:__________ Filter loss in TDH (from filter data sheet): __________ Heater loss in TDH (from heater data sheet): __________ Total all other loss: __________ Total Simplified TDH: __________ Selected Pump and Main Drain Cover: Pump selection _______________________ using pump curve for Simplified TDH & System Flow Rate (Pump model and size in Horsepower) Main Drain Cover _____________________ (System Flow Rate must not exceed approved cover flow rate) (Make and Model) 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.  3’ – 0”  2 _____ suction outlets @ ______ gpm max. flow (see note 2)    3 _____ suction outlets @ ______ gpm max. flow (see note 3) Aquastar Channel Drain @ 316 gpm max. flow rate A & A Channel Drain @ 217 gpm w/ 2 port & 278 gpm w/ 3 ports (see note 4) ANSI/ASP-7 2006 Specifies three methods for determining the maximum system flow rate. The following simplified TDH calculation is one of the methods specified. TDH Calculation Options For each pump Check one Simplified Total Dynamic Head (STDH) Complete STDH Worksheet – Fill in all blanks Total Dynamic Head (TDH) Complete Program or other calcs. Fill in required blanks on worksheet & attached calculations. Total Head In Feet Conversion Chart Inches Mercury (Vacuum Gauge 0 2 4 6 8 10 12 14 16 18 0 0.0 2.3 4.5 6.8 9.0 11.3 13.6 15.8 18.1 20.3 1 2.3 4.6 5.8 9.1 11.4 13.6 15.9 18.1 20.4 22.7 2 4.6 6.9 6.1 11.4 13.7 15.9 18.2 20.4 22.7 25.0 3 6.9 9.2 11.5 13.7 16.0 18.2 20.5 22.8 25.0 27.3 4 9.2 11.5 13.8 16.0 18.3 20.5 22.8 25.1 27.3 29.6 5 11.5 13.8 16.1 18.3 20.6 22.8 25.1 27.4 29.6 31.9 6 13.9 16.1 18.4 20.6 22.9 25.2 27.4 29.7 31.9 34.2 7 16.2 18.4 20.7 23.0 25.2 27.5 29.7 32.0 34.3 36.5 8 18.5 20.7 23.0 25.3 27.5 29.8 32.0 34.4 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 10 23.1 25.4 27.6 29.9 32.1 34.4 36.7 38.9 41.2 43.4 11 25.4 27.7 29.9 32.2 34.5 36.7 39.0 41.2 43.5 45.8 12 27.7 30.0 32.2 34.5 36.8 39.0 41.3 43.5 45.8 48.1 13 30.0 32.3 34.5 36.8 39.1 41.3 43.6 45.9 48.1 50.4 14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 50.4 52.7 15 34.6 36.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7 55.0 16 37.0 39.2 41.5 43.7 46.0 48.3 50.5 52.8 55.0 57.3 17 39.3 41.5 43.8 46.1 48.3 50.6 52.8 55.1 57.4 59.6 18 41.6 43.8 46.1 48.4 50.6 52.9 55.1 57.4 59.7 61.9 19 43.9 46.2 48.4 50.7 52.9 55.2 57.4 59.7 62.0 64.2 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 58.9 22 50.8 53.1 55.3 57.6 59.9 62.1 64.4 66.6 68.9 71.2 23 53.1 55.4 57.7 59.9 62.2 64.4 66.7 69.0 71.2 73.5 24 55.4 57.7 60.0 62.5 64.5 66.7 69.0 71.3 73.5 75.8 25 57.8 60.0 62.3 64.5 66.8 69.1 71.3 73.6 75.8 78.0 26 60.1 62.3 64.6 66.8 69.1 71.4 73.6 75.9 78.1 80.4 27 62.4 64.6 66.9 69.2 71.4 73.7 75.9 78.2 90.5 82.7 28 64.7 66.9 69.2 71.5 73.7 76.0 78.2 80.5 82.8 85.0 29 67.0 69.3 71.5 73.8 76.0 78.3 80.5 82.8 85.1 87.3 30 69.3 71.6 73.8 76.1 78.3 80.6 82.9 85.1 87.4 89.6 31 71.6 73.9 76.1 78.4 80.7 82.9 85.2 87.4 89.7 92.0 32 73.9 76.2 78.4 80.7 83.1 85.2 87.5 89.7 92.0 94.3 33 76.2 78.5 80.7 83.0 85.3 87.5 89.8 92.0 94.3 96.6 34 78.5 80.8 83.1 85.3 87.6 89.8 92.1 94.4 96.6 98.9 35 80.9 83.1 85.4 87.6 89.9 92.2 94.4 96.7 98.9 101.2 Notes: 1. If a variable speed pump is used, use the maximum pump flow in calculations. 2. For side wall drains, use appropriate side wall drain flow as published by the manufacturer. 3. Insert the 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 A112.12.8 and be embossed with that edition approval. 6. Pump & Filter make, model and location can not change without submitting revised plans and TDH worksheet. Flow and Friction Loss Per Foot Schedule 40 PVC Pipe Velocity – Feet Per Second Pipe Size 6fbs 8 fbs 10 fbs 1” 16 gpm 0.25’ 21 gpm 0.66’ 26 gpm 0.94’ 1.5” 37 gpm 0.16’ 50 gpm 0.28’ 62 gpm 0.48’ 2” 62 gpm 0.15’ 82 gpm 0.25’ 103 gpm 0.40’ 2.5” 88 gpm 0.09’ 117 gpm 0.15’ 146 gpm 0.23’ 3” 138 gpm 0.09’ 181 gpm 0.14’ 227 gpm 0.23’ 4” 234 gpm 0.06’ 313 gpm 0.10’ 392 gpm 0.15’ 6” 534 gpm 0.04’ 712 gpm 0.04’ 890 gpm 0.10’ Swimming Pool Specification for: ____________________________________ ____________________________________ ____________________________________ Job Address: _________________________ ____________________________________ Permit # ____________________ DESCRIPTION ACCOUNT QTY PAID PermitTRAK $175.00 POOL20-0026 Address: 1793 ATLANTIC BEACH DR APN: 169505 1495 $175.00 BLDG SUBSEQUENT PLAN REVIEW FEES $50.00 BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING $125.00 BUILDING PERMIT 455-0000-322-1000 0 $125.00 TOTAL FEES PAID BY RECEIPT: R14483 $175.00 Printed: Monday, January 4, 2021 10:18 AM Date Paid: Monday, January 04, 2021 Paid By: Andrew Westberry Pay Method: CREDIT CARD 409015179 1 of 1 Cashier: JJ Cash Register Receipt City of Atlantic Beach Receipt Number R14483