2023 7-21 Hand TDH Dig Signed_17/21/2023Hand Family541 Beach Ave Atlantic Beach, FL 32233 ScaleDateSheetNameJuly 2023Sheet Title ALL AQUATIC ENGINEERING 522 13TH AVE NORTHJACKSONVILLE BEACH, FL 32250fÉâà{xÜÇ XÄxztÇvx cÉÉÄáCPC 14586317842 Land O’ Lakes Blvd. # 327 Land O Lakes, FL 34638AllAquaticEngineering.com Florida Certificate of Authorization #36290 General Pool Information SM-1POOL RECIRC. PENTAIR INTELLIFLO VSFSPA MODE1/8" = 1'-0"CMP Channel Drain 255061. “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 7TH EDITION, RESIDENTIAL PRIVATE SWIMMING POOLS- 2017 EDITION – NATIONAL ELECTRIC CODEPENTAIR CC 200 FILTER POOL GALLONS = 12,467 SPA GALLONS = 1,660 TOTAL GALLONS = 14,127 CUSTOMER ELECTS TO USE ONE OF THE FOLLOWING1. HARD WIRED ALARMS ON ALL DOORS AND WINDOWS LEADING TO POOL AREA.2. CHILDPROOF FENCE.3. POOL COVER.4. OTHER APPROVED METHOD.CUSTOMER INITIALS:X POOL AREA: 303 Sq. Ft. POOL PERIMETER: 82 Ln. Ft. SPA AREA: 74 Sq. Ft. SPA PERIMETER: 35 Ln. Ft.P/EACCESS6'-6"DEPTHWALK IN STEPSPLANTERGARAGEWALK WAYRESIDENCE(-)6"(-)6"
(-)6"
(-)6"4'-6"DEPTH6'-0"DEPTH4'-6"DEPTH1'-0"6'-0"6'-0"WALK IN STEPS (TYPICAL OF 4)BENCH16'-0"7'-0"24'-8"13'-2"10'-6"COLOR CHANGING LED (TYPICAL OF 2)WALL RETURN (TYPICAL OF 3)SKIMMERCOLOR CHANGING LED 6" X 6" TILED WET EDGE SPILLWAYMinimum pipe size and velocity Recirculation Pump:> 2" main drain suction @ 40 gpm = 3.90 ft/s> 2" skimmer suction line @ 40 gpm = 3.90 ft/s> 1.5" wall return lines @ 40 gpm = 6.46 ft/s> 2" cleaner line @ 40 gpm = 3.90 ft/s (optional)> 3" spa main drain suction @ 120 gpm = 5.29 ft/s> 2.5" spa Jets return @ 120 gpm = 7.84 ft/s
7/21/2023Hand Family541 Beach Ave Atlantic Beach, FL 32233 ScaleDateSheetNameJuly 2023Sheet Title ALL AQUATIC ENGINEERING 522 13TH AVE NORTHJACKSONVILLE BEACH, FL 32250fÉâà{xÜÇ XÄxztÇvx cÉÉÄáCPC 14586317842 Land O’ Lakes Blvd. # 327 Land O Lakes, FL 34638AllAquaticEngineering.com Florida Certificate of Authorization #36290 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 and size in HP)Main Drain Cover _______________________ (System Flow Rate must not exceed approved cover flow rates) (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)________ Suction Outlets @ __________ gpm max. flow (see note)________ Suction Outlets @ __________ gpm max. flow (see note 3)________ Channel Drain @ __________ gpm w/ _______ ports (see note4)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 pool, to pump 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:Branch Piping to be ______ inch to keep velocity @ 6 fps max. at ____ gpm Maximum System Flow RateSuction Piping to be ______ inch to keep velocity @ 8 fps max. at ____ gpm Maximum System Flow RateReturn Piping to be ______ inch to keep velocity @ 10 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, 2013 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: 35 gpm per skimmer (required: 1 skimmer per 800 sq ft of surf. area)Flow and Friction Loss Per Foot (Schedule 40 pvc Pipe)3'TDH Calculation Options(For each Pump)Check oneSimplified Total Dynamic Head (STDH)Complete STDH Worksheet – Fill in all BlanksTotal Dynamic Head (TDH)Complete Program or other calcs. Fill inrequired blanks on worksheet & attachedcalculationsMaximum Flow Capacityof the new or replacement pumpNotes:1. If a variable speed pump is used, use the max pump flow in calculations. 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. DateContractors SignaturePrint NameCertification NumberTelephone Number (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)TDH WorksheetsSM-23036.2 14,1276 36014,12736039.240206120332.51201201202432.5.04.086284.04.082.486.729.2025218.20Pentair VSF14,127 39.24X12012032.5.37540 106.67Pentair CC200 Cartridge, 200 SFXXPentair Max-E-ThermPentair Intelliflo VSF40 15001202350(+ Spa)No Scale 32" 308 Outer CMP Channel Drain40(use 40)
7/21/2023Hand Family541 Beach Ave Atlantic Beach, FL 32233 ScaleDateSheetNameJuly 2023Sheet Title ALL AQUATIC ENGINEERING 522 13TH AVE NORTHJACKSONVILLE BEACH, FL 32250fÉâà{xÜÇ XÄxztÇvx cÉÉÄáCPC 14586317842 Land O’ Lakes Blvd. # 327 Land O Lakes, FL 34638AllAquaticEngineering.com Florida Certificate of Authorization #36290 POOL DECK BEYONDRAISED SPA, #3 @ 12" O.C. FOR 36" MAX ABOVE POOL. IF OVER 36" USE #3 @ 8" O.C. UP TO 60"6"3'-0"12"12"18"18"SPA BEAM/WALL THICKNESSPOOL DECK # 3 REBAR @ 12" OC EACH WAY CONTINUOUS IN POOL SHELL# 3 REBAR @ 12" OC EACH WAY CONTINUOUS IN SPA SHELLTYPICAL POOL WALLSPA BENCH SEE PLAN(2) # 3 CONT. BOND BEAM SEE PLANSPA SECTION 1/2" = 1"# 3 REBAR @ 12" OC EACH WAY CONTINUOUS IN POOL SHELLPOOL BEAM THICKNESS8"SEE PLAN STEP HEIGHTS TO BE UNIFORM 1'-0"(typ)WATERLINE(2) # 3 CONT. BOND BEAM TOP STEP VARIES (SEE PLAN) STAIRS SECTION 1/2" = 1"#3 REBAR @ 12" OC EACH WAY CONTINUOUS IN POOL SHELL POOL BEAM THICKNESS6"SEE PLAN6'-0" DEPTH (NTS)WATERLINE6"6"DECK (PAVER OR CONCRETE)8"SHELF SECTION 1/2" = 1"Structural Details SM-31/2" = 1"# 3 REBAR @ 12" OC EACH WAY CONTINUOUS IN POOL SHELLTYPICAL POOL COPING6"POOL BEAM THICKNESSMIN. POOL WALL THICKNESS6"MIN. POOL FLOOR THICKNESSVARIES (7FT 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"BENCH SECTION 1/2" = 1"REBAR PLACEMENT SAME AS POOL WALL/FLOOR SECTION OPTIONAL – REBAR FOR BENCH FORMING #1 @ 18" O.C. 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 DIAMETERS4'-6" DEPTH (NTS)STEPS AT ENTRANCE (NOT SHOWN) SEE STAIRS SECTION THIS SHEET