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HomeMy WebLinkAboutPOOL PLAN(1) 15 CONT. POOLS SMITH RESIDENCEPOOL DECK - 0- CMU All. is CELLS FILLED i 3,000 P51 FILL GREG, RA �. MS BARS 040" O.C. VERTICAL W/ HOOK INC.'o (2)/5 LMRS CONT, 15 STANDARD HODK BARS 048" O.C. 1,000 P51 CONCRETE FOOI ER 140LF OF FOO TER (1) 15 CONT. + 12'P +^, 0/r- _.-..--- POOL DECK b "- AND BLOCK WALL. 8' CMU ALL g s' CELLS FILLED -- . 3A00 PSI \ N " FILL G A T� - ...- "' 0 ' V C ---- 1 - IS BPRS 048. O.C. .---..--.--__ Q C VERTICALW/ HOOK I j 'XpT o -(2)15 BARS CONT. I- - /S STANDARD RODK ,., BARS 04B" O.C. 3.000 PSI CONCRETE FOOTER 18R. R. i � I I :I 9 i Ii 13' _ -7 STEP II II 4'7" 1' 6" / If 1/2—h' 14' h' (MAX 7") `� �! `\ \ COACH EGRESS NTERN —3' 3"— asm P9 cOxcR E W , , IT LIGHTING ON HOUSE -;n m _ 18"-!�2 7 g81NC RGIIE �� ' � ��..: � " '� ST. LUCIE COUNTY HOUSE ON srtN IML BUILDINGDIVISI REVIEW FOR COM A i I CY I (1)#4 r 0.c. REVIEWED BT ( aH4 Ln 1' 6" �T OPMR011 A w DATE 2 Ln STEPS PLANS AND PE IT MUST BE KEPT ON 00 OR h' = 1/2—hE — NO INSPECTION WILL BE MADE I T \ h' (MAX 7") + I NgM PSI DMIDIETE I Z 18" TF1C1.2 FLAW AM ALL pROPOSFA WORK g DOSB," ;.,; 57 ARI ILI dTTOANY COWCTIONI MOWEDIli FIELD INSPECTORS TMT 10' �* to STEP Ds w I1AY P ? �IECE�,aSARY IOU ORDER TO iV (zMas E'14 (,N4 Bw TIP. z � m nw >-)/s ZQ .4 12' O.C. !Ei FPOAY EACH STEP ]. ILL $RPS N Y mID D]LRIE 15m Pst 1—T LU pN4 Bw DP. t'DI�iCAt,Y b")iT�! A1L C lUC1w� L E C� �SRVLi gPNODX JqM .. ... ,i:r: 1-0• STEPS i w I e• "� ''' CONCEALED FASTENERS OR ATTACHMENTS O.C.- 811.1 AAE THE RESPONSIBILM OF THE D m - ",r > I CONTRACTOR OF RECORD TV 0 .. UN40R STEPS FILE COPY ... .. .. ..-yp............... .. l SCM) raj" N- N CLIENT INFORMATION ~ Name: JEFF & TRACI SMITH SCANNEC? By Address: 122 EDEN CREEK DR St. Lucie County EXTERIOR FLOOD -- -- _ City: 7ENSEN BEACH FL 34957 EXISTING DRIVEWAY LIGHT MOUNTED / 7/� = Cell: 330-801-2835 TO THE HOUSE, _ POINTED AT THE - �� _� EmaII: jeff1127incC@yahoo.com STAIR WAY r SMITH RESIDENCE SCREEN ENCLOSURE THE PORCH FACTORY INC. SPA FLUSH ON 12 RAISED DECK SPLIT LEVEL SPA BENCH I8" / 21" NICHELESS SPA LED SPA MAIN DRAT AIR SWITCH I H + 11" t6" on --� " UMBRELLA Hi 9's^/ 18 7 140LFOFFOOTER AND BLOCK WALL. SUNDECK COLORVISION LED BUBBLER / DEPTH 3' 6" "-' ' 4 STEP TILE 60"SPILLWAYS 18" Fu' QJQ N � o � ^STEP TILE is p3. MAIN DEPTH 6' 6" CAP PATIO 22"EXPOSED TEXTURE FINISHED BLOCK GRADE LEVEL 12"(MIN) _6" SHEER DESCENT LINE 2" SPA RETURN LINE 2.5" SPA MAIN DRAIN LINE 2.5" SPA HYDRO LINE 2.5" —BLOCK WALL #5 DOWEL RODS 4 FEET ON CENTER 2 #5 STEEL RODS BUBBLER LINE 2" VACUUM LINE 2" RETURN LINE 2.5„ SKIMMER LIN 2E MAIN DRAIN LINE 2.5" - DEGK: 8--0--SQFT OF-PINA COLADA FLO-CRETE 8" STEP 13' tD 9'2" It It 11 4"' CHILD B-BRIE CODE WATER INE TILE: GC82348B1 STEP TILE: GC82348B1 FLO-CRETE: PINA COLADA EXPANSION JOINTS: WHITE INTERIOR FINISH: EMERALD SEA CHILD BARRIER:BLACK ON BLACK PLUMB WATER FEATURES FIRST WELL WATER FUTEM nON REQUIRED L CLIENT APPROVAL I have reviewed and I give mV approval to proceed with the conshMn of this project. x Customer Date MAX WIDTH: 14' MAX LENGTH: 27' 6" DEPTH: 3' 6" TO 6' PERIMETER: 96' SHAPE: FREEFORM SQUARE FEET: 426 DIRT FROM EXCAVATION: LEAVE LEAVE: NO LEAVE & SPREAD: NO LEAVE -MOVE -THEN SPREAD NO EXTRA FILL & COMPACTION NO 308 ENTRANCE: LEFT REAR SIDE OF HOUSE 6 X 6 TILE: GC8234861 INT FINISH: EMERALD SEA STEP TILE: 6CS234881 ON STEPS FILTER: CLEAN & CLEAR 150 PUMP: INTELLIFLO VS MOTOR H.P. 3 HP MAX TIME CLOCK: IN PUMP CHLORINATOR: INTELLICHLOR IC-20 LIGHTS 2 GLOBRITE, 1 POOL,1 SPA TRANSFORMERS 2 POOL CLEANER: DORADO VAC LINE 1 MAIN DRAIN: 32" CHANNEL SKIMMERS: 1 RETURNS: 4 SWIMOUT OR LADDER: SWIMOUT HANDRAIL: NONE FILL LINE: NONE OVERFLOW LINE: NONE SPA SPECS: S' X T RECTANGULAR FLUSH ON RAISED PATIO SPA PUMP SUPERFLO 2HP SLIDE: NONE HEATER: ULTRATEMP 120c TANK: N/A VAC. HEAD: N/A VAC. HOSE 1 VAC POLE: 1 BRUSH: 1 LEAF SKIMMER: 1 TEST KIT: 1 OVERFLOW LINE: NONE FILL LINE: NONE TREE REMOVAL: NONE STUMP REMOVAL: NONE WATER & ELECTRICAL SUPPLY: REAR OF HOUSE ELECTRICAL HOOKUP: PAYUK LEFT SIDE OF HOME BACKWASH LINE: STD BLUE FLAT LINE PATIO: 810 SQFT FLO-CRETE COLOR: PINA COLADA EXISTING PATIO: 14S SQFT TOP TERMITE: STD DEC-O-DRAIN: WHITE FOOTERS: STD PLANTERS: NONE OVERPOUR: YES SCREEN ENCLOSURE: PORCH FACTORY "BRONZE" SAFETY FENCE COLOR: BLACK ON BLACK CUT & CAP SPRINKLERS: BY HOMEOWNER APPROX GALLONS: 14,000 PUMP G.P.M. SEE ATTACHED SOLAR BY: NONE YES NO 6" X 6" _X_ SHEET TILE X OVERPOUR X MOSAICS _X Designer: - ROBERT WOOD Address: 8886 S FEDERAL HWY City: PORT ST LUCIE FL 34982 Phone: 772-337-9713 ext20 Cell: 772-631-3948 Email: robertbwoodOatt.net License #: CPC 1458338 Name: 3EFF & TRACI SMITH Address: 122 EDEN CREEK DR City: 3ENSEN BEACH FL 34957 Cell• 330-801-2835 Email: jeff11271ric0im"Cor SCANNED Pool construction complies with FBC 2017, ANSI-7, ANSI-15 —Water Velocity —Max 8ft/sec as per FBC 2017—R4501.6.3 —Pool Barrier to comply with Section R4501.17-6th edition FBC —Skimmers comply with FBC 2017—R4501.21.2 —Soil bearing capacity assumed 2,000psi ©95% compaction —Equipment Foundation 3'x7' conc. slab min 3.5" thick pour in place or approved Hurricane Rated precast equipment pads —Water Heating equipment to comply with FBC 2017—R4501 WHEN PROVIIDED SHALL BE AT 20" MAX BELOW THE WATERLINE SWIMOUTS <N SCALE) AREAS THAT EXCEED i' WATER TABLE IN SHELL MAIN DRAIN POOL DETAIL < CALE) PRESSURE GAUGES INSTALLED ON FILTER PUMP FOR FINAL INSPECTION Vacuum (In Hg) X 1.13 Feel Of Head OUTSIDE ANGLE QFREPOSE 6' AND FURTHER - 4' THICK WALLS W//3 REBAR III O.C. EACH WAY 3' TO 6' - 6' THICK WAILS W/13 REBAR 012' O.C. EACH WAY 0' TO 3' - 8" THICK WALLS W/#'3 REBAR 012° O.C. EACH WAY J 3 00 MISC. NOTES 1. ALL STEPS AND SWIMOUT BENCH EDGES WILL HAVE 24 CAPTILE BORDER OF OPPOSITE COLOR OF GEM FINISH FOR VISIBILRY 2. HANDHOLD TO BE INSTALLED ARE WHERE DECK RAISED +6° ABOVE POOL Pressure (PSI) X 2.31 Feet Of Head Vacuum Head + Pressure Head = Total Dynamic Head #8 COPPER TO GRID HORIZONTAL INSTALL 48 COPPER TO GRID VERTICAL INSTALL PoolBond PB-2008 Install in Plumbing T at least 3" Below Water level in Return Piping.lnstall in sprinkler box for easy access WATER BOND DETAILS FOR NICHLESS LIGHT SYSTEM 1140,11EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROJIOED: VV* SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT * NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES * COMPACTIGN TEST OF THE BACKFILLED MATERIAL ARE PROVIDED PRIOR TO THE POURING OF THE PATIO 10" MIN r. r. Al STEPS (Nff10K ) STEP DETAILS 1. TREAD IS MIN OF 10" WIDE. 2. RISER NOT GREATER THAN 12' EXCEPT IF MORE THAN (3) TREADS ARE USED 3. ALL STEPS TO BE SOLID GUNITE 3000 P.S.I. NglREMOVE GRATE k Y" PER FT—�-f WELL A POINT&A PLUG FROM MAIN OVIRPOUN cA CAP TLL DRAIN k N EMI Wx. PUMP r LINE WHEN EMPMNC POOL NialE 6"TILE GRATE SHALL INTERIOR 4" STAR BE SECURED IN INTERIOR 2500 FIBER MIX PLACE SO FINISH 4Y TYP. WALL-3,000 PSI GUNITE POOLS THAT TOOLS ARE REQUIRED FOR REMOVAL) STEEL-TEX FORM ■ 6° TYP. FLOOR :� ' OR KRAFT WALL Y TRENCH DRAIN 3,000 PSI #3 0 12" O.C.B.W. GUNITE ` NOTE: FOR DEPTHS 4; GREATER THAN 6' ?DREG TREADED:". PLUG •: ` (1)3 COVE BAR ®6" 6- O.C. GRAVEL BE TO PUMP TYP. WALL SECTION & WELL POINT (Sc ) OVERPOUR OR CAP TILE WHERE APPLICABLE 6%6' TILE SPA BENCH 18" BELOW WATER LINE GRATE SHALL BE SECURED IN PLACE SO THAT TOOLS ARE REQUIRED FOR REMOVAL TRENCH DRAIN GRAVEL WATER LEVEL �- a SLAB 2500 PSI FIBER MIX 4Y2' TYP. WALL-3000 PSI GUI 6" TYP FLOOR ''r ^ ""'a ;jr,; :,. STEEL-TEX FORM • .' ^ .:.;':..:' � OR KRAFi WALL N •.. .;1,:;*...... #3 0 12' O.C.B.W. TO PUMP — SPA WALL SECTION (NII SCALE) POOL PATIO 12 VAC FROM 14, POWER SUPPLY _ '"•;� SIZE AS DETERMINED Z `Ty LBY LICENSED ELECTRICIAN UNDERWATER LIGHT e i° PVC POOL FINISH ..�. CONDUIT SCHEDULE 40 PVC SLEEVE NO BONDING �..'• �' OR GROUND REQUIRED NICHLESS UNDERWATER LIGHT DETAIL (NO SCALE) L (1) 45 REBAR POOL PERIMETER OR (2) #3 REBAR RAISED AREA ELEV. & GRADE (NOSCALE) VENT UNE NOT TO BE FURTHER THAN 40 R z-A-r FROM POOL 25' MAX TO JET `. - WET LENGTH .; TO FILTER PUMP PUMP TO AIR TO MR VENT CHANNELVENT i. DRAIN 7 J SPA DETAIL (NOS ALE) HEATER CHLORINATOR FILTER PUMP W/ NNR & UNT STRAINER PUMP W/ HAIR & 1— UNT STRAINER HEATER BY-PASS ORNN ?DC, 31)� OOL $x32 CvW)lN DEN 00 0011I. too PIPING SCHEMATIC CUSTOM MOLDED PRODUCTS INC SINGLE CHANNEL DUAL a aE CMP 25506-32X VISE PER FRC4501.6.s COMPLIANT 32" CHANNEL DRAIN COMPLAINT WRH 2017 FLORIDA BUILDING CODE USIED TO ASME/ANSI A112.198 32' CHANNEL DRAIN AND SUMP 25506-320-000 *THREE 2° SOCKET x 2.5" SPIGOT PORTS 'DEBRIS GUARD INCLUDED *38.791n? OPEN AREA *1AMPO USTED FLOW RATES *WHITE PVC BODY *COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUMP The maximum flow rating for this suction fitting with the center Pod plugged and outer ports OW is We GPM (floor) and 212 GPM (wall) when using 2.5" plumbing and 268 GPM (floor) and 192 GPM (wall) when using 2' plumbing. The maximum flow rating for this suction fitting with the outer ports plugged and the center pod open is 200 GPM (floor) and 168 GPM (wall) when using 2.5" plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2' plumbing. SUCTION FROM POOL TYPICAL SHEER DESCENT DETAIL 2 2x4 TIE -BACK AT EA (36d NAILS AL x4 EA. CONNECTION VERTIC (3) 2x4 STRONG BACKS AT EACH Bit SHEET OF PLYWOOD PLYWOOD T PILE SHORING DETAIL FOR EXCAVATION LESS THAN 5' FROM EXISTING STRUCTURE (NO SCALE) DECK i ROW OF WATERLINE TILE 3'-6'> WATERUNE MAX 7 #3 STEEL 0 12° O/C E.W. 6° THICK TYPICAL SECTION THRU POOL (NO SCALE) WALLS NOTu 80I SLOPE T THAN HAN 11 • Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer POOL 1. Calculate Pool Volume: __-- fti If 7,48(gal/Ft) = ___=gal PUMP (Surface Area) (Average Depth) (Volume in gallons) 2. Determine Flow Rate: __XXX__ gal / __ XXX __ _ XXX _+_XXX =_XXX _ (Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate) Determine Pipe Sizes: Trunk Piping to be_2_5_inch to keep velocity 0 8 fps max. at_ 117 gpm Maximum System Flow Rate. Return Piping to be 2.5 inch to keep velocity 4t 8 fps max. of 117 gpm Maximum System Flow Rate. Main Drain Cover(___ SEE ABOVE _) System Flow Rate must not exceed approved cover flow rate. (Make and Model) See Engineering Page for Drain Configuration Pump Model PENTAIR INTELLIFLO VS3050 N.P. 3 Taal N.P.-H.P.x wrikefaata.1 H.p. or more must be 2 speed or variable speed Filter Make PENTAIR C&C Size 200 Alter min. area based on Sm. tummerflow rate pod gal. I360 min. = Flow Pete Divide G.P.M. by Cartidge = 375 or Sand =15 a D.E. = 2 Time Controller make ON PUMP Model ------ Controls must operate a minimum of two speeds. The hiaher speed override Is not to exceed one normal cvde or 24 hrs, whichever is less Pipe Size 6 fps 8fps 1' 16 gpm 0.14' 21 gpm 0,23' 1.5' 37 gpm 0.08' 50 gpm 0.14' 2' 62 gpm 0.06' 8010, 2.5' 68 gpm 0,05' 1pm09 3' 136 gpm 0' 4' 234 2220.03' 313 gpm 0,05' 6' 534 gpm 0.02' 712 gpm 0.03' Determine Pipe Sizes: HYURDS Trunk Piping to be —25 _inch to keep velocity ® 8 fps max. at_ 1 117-gpm Maximum System Flow Rate, Return Piping to be- 2.5 inch to keep velocity 0 8 fps max. at__1 Z gpm Maximum System Flow Rate. Main Drain Cover(_ SEE ABOVE ) System Flow Rate must not exceed approved cover flow rate. (Make and Model) See Engineering Page for Drain Configuration Pump Model PENTAIR SUPERFLO H.P. 2 Taal H.P,-H.P.x service factor.1 HI or more must be 2 speed or variable speed FIHerMake N/A Size - - - Alter min, area based on 6hr, turnover flow Me pool gel. / 360 min. =Flow Rate Divide O.P.M. by Cartridge = .375 or Sand =15 or D.E. = 2 Time Controller make N/A Model ------ Controls must operats a minimum of two speeds. The Manor speed ovenlde M not to eoeed one norrinal cycle Or 24 his, whichever Is less Pipe Size 6 fps 8fps 1' 16 gpm 0.14' 21 gpm 0.23' 1.5' 37 gpm 0.08' 50 gpm 0.14' 2' 62 gpm 0.06' 82 QDM 0.10, 2.5' 88 gpm 0.05' 17 pm 0.09 3' 136 gpm 0,04' 181 g m . 7' 4' 234 gpm 0.03' 313 gpm 0.05' 6' 534 gpm 0,02' 712 gpm 0.03' DESIGNED FOR: POOLS BY GREG SMITH RESIDENCE 122 EDEN CREEK DR JENSEN BEACH, FL ENGINEER: GREGORYARIAS PROFESSIONAL ENGINEER PE 3071 LO299Smn1Uem Biv 282 Royal Palm Beach, 421 (305)879-0541 rib � i4P j� ***ELECTRIC NOT INCLUDED*** PREP,AREDTi1^ . - - - rET: STEVE I�(� T DRAFTING & DESIGN SERVICES' 3 (772)201.7846 horst.steve@yahoo.com 4/9 I Pentair TDH Calculator Calculator c TDH CALCULATOR PBG-SMITH-HIGHSPEED Pool Information Flow Rate: 99.45 GPM Total Piping Lengths: Suction Lot 2 Ft Inlet Side: 80 Ft Discharge Sloe: 92 Ft Maximum Pipe Velocity Allowed: Piping Sizes: (consult par local mdo) Inlet Piping: 2.445 In Branch Piping: 6 FUSec Diadtarge Piping: 2.41 5 In Inlet Piping: 8 Fuser. Discharge Piping: a FVSee Piping Head Loss at 99.45GauMin: «din (not In g fives ga or valves) Inlet Piping: 4,90 Ft Discharge Piping: 5.63 Ft For advanced pools that contain multiple suctions, this program may be ineccurale. Consult a hydraulics engineer. This program is for single pump sytems with a single body of water Results: Your TDH Calculation Suggested Minimum Pipe Sizes: Flow Rate: 99.45 Gal/Min Branch Piping: 3.0 In Yaw Heed Lose: 79.18 R Inlet Piping: 2.5 In Maximum Flow Rate Discharge Piping: 2.5 In at Maximum RPM: 99.45 Gal/Min Ensure the drain cover max lbw rating is not exceeded Head Law at 79.1E Ft Maximum Flow Rate: System Head Pressure Curve 0 50 To Volomeek Flaw Ram (GPM) Selected Components Components IntulChbr lC-30 Y x 2.5'3 way vNae Man Dran Geer ntd CNr L1vaTems 1 Inth Realm Piping Nun n deems snow 45 deew slow Tse Through Pumps New arvaFVSF Vanebk Aileen, V3s3VR3,VF, w andoraameM aewaen IM owners M Mau nemu eM Urmtls arN PoMMr' Fredemenm wmdatwadtrWsmwb orMow Mind panias.9egweccen IeMM dWIga 9PICidCadOna WlliaYI QIIN/glke. PellhN F.MeRIW enPw Heaawun Ouwmy UA .MMn 1 2.63 5 9.86 172 1 BAa 9.55 4 1 4 .57 Inlet Discharge HeeE Lows Dusft awnury 00Ae0"to 5 12 ids 2 2 076 0 3 090 steamy 1 0 PENTAIR TDH CALCULATOR PBG-SMrrH-LOW SPEED Pool Information Pad Volume: 14000 Gel Total Piping Lengths: Turn Over Time: 6-25 Him Inlet Side: 80 Ft Suction LAC 2 Ft Discharge Sea: 92 Ft Maximum Pipe Velocity Allowed: Piping Sizes: (comet your local cane) Inlet Piping 2A45 In Branch Piping: 6 FtGw Discharge Piping: 2.445 In Inlet Piping 8 FUSee Discharge Piping: B PiecePiping Head Loss at 37.3313agMin: (cot Matlmg Rftinge or valves) Intel Piping, 0.80 Ft Discharge Piping: 0.92 Ft For advanced pools that contain multiple suctions, this program may be inaccurate. Consult a hydraulics engineer. This program is for single pump sytems with a single body of water. Results: Your TDH Calculation Suggested Minimum Pipe Sizes Flow Rate: 37.33 Ga1/Min Branch Piping: 2.0 In Your Head Low: 18.02 Ft Inlet Piping: 1.5 In Maximum Flow Rate Discharge Piping: 1.5 In at Maximum RPM: 99.4ti Gal/Min Ensure the drain covermax flow rating is not exceeded. Headl-owat 79.18 Ft Maximum Flaw Rate: System Head Pressure Curve I i 17awi Venable Speed, VS+SVRB, VF, or VSF - TWO mm H.. Clean System i' Desired Operation Part 0 10 W 30 40 50 VOKmleelo Flow Rate (GPM) Selected Components Components ImeluCamr lC - SO ?x25"3wayvMve Meet Drain Clean and Cher LKrorwhD t am Realm Piping New w degree elbow 45 degrees sense Tw TNrdxP Pumps Name intalllFlo Varieee Speed. V SVRS. VF, w VSF slmwa PriarroNz. I (lead Lou M ouarety 37.SMDaPwn 1 0,53 5 0.N 1 0A1 1 0.01 1 10.23 4 0.30 aw machergs ReadLowa a wart, asaft 57.sa0 unwas 5 12 1.17 2 2 0.12 0 3 0.16 ELECTRICAL EQUIP1INtiT WIRING. GROUNDING AND INSTALIATION MUST CONFORM TO THE 2017 N.E.C. AND APPLICABLE LOCAL CODRS 80" WME x 6'6' ffiGH x 36" DEPTH CLEAR WORBAIG SPACE IN FRONT OF ANY PANEL BOARD PER 110.26(A), 110.26(2) AND 110.26(2) OF THE 2017 NATIONAL ELECTRIC CODE ancitw-BOK(5) MN OF B' Allm POOL DECK V N.E.C. APPRM4g I' PC CO ff WATER PROOF GT.1. MOST NOT BE MORE 3-f12 M TRW w' PROM Pool. 1 f2- COMW EDGE AND NOT MOW 5' UE FOOL EKE is SOLID COPPER PRE TO ECIMP0TENTAL BCWD N.E.C. 2017 SEC- 680.22(S) is SOW COPPER WIRE TO MIND ELECTRICAL DETAIL NOTE: ALL ELECTRICAL WORE SNALL CONFORM TO N.B.C. 9017 SRC. Sao and Fso Setae' Me. Thew camas erM daunt nnY be f0e tip owprodueh eMwrvicw, Penberewrvae tiro STAINLESS STE L (SAMR BO FAM FOR = WNDR ATH or i8 SOLD COPPER _ BOND MRE WRH .WPROIED CLAMPS Pi SOLD COPPER SOND WIFE MM APPRMED CLAMPS NICHE 1-18 Sam SAM CDwu 18"MIN-24"MAX DOW, PERMDER BOND MRI APPROVED CW PGS to i0 5' BEOW SUB-6RIDE BOND TO E(FI')RB ED�S EM ALL-A`p2WNU 1-18 SAPID Bar COPPER BOND WINE MM APPRMtO CWIPS a (4) SIDES OF CUNIIE PwLS BOND TO COOL STEEL EQUIPOTENTIAL BONDING DETAIL PER FLORIDA BUILDING CODE ADAPTION OF THE N.S.C. 2017 SEC. 680.28 TDH CALCULATOR PBG-SMrrH-SPA Pool Information Flow Rate: a5 GPM Total Piping Lengths: Suction Lift 2 Ft Inlet Slde: 72 Ft Discharge SMe: 78 Ft Maximum Pipe Velocity Allowed: Piping Sizes: (consult your local code) Inlet Piping: 2.445 In Branch Piping: 6 Fuser. Discharge Piping: 2.445 In INN Plping:. 8 Ft/Sec [Nechage Piping: 8 FllSec piping Head Loss at 95.00Gallit (not incudMg flpings orvalvea) Inlet Piling: 4.05 Ft Dnhage, Piling: 4.39 Ft Foradvanced pools that contain multiple suctions, this program may be inaccurste. Consult a hydraulics engineer. This program is for single pump sylams with a single body of water Results: Your TDH Calculation Suggested Minimum Pipe Sizes: Flow Ram: 95.00 Gw it in Branch Piping: 3.0 In Your Head Low: 21.33 Ft Inlet Piping: 2.5 In Maximum Flaw Rate Discharge Piping: 2.5 In at Maximum RPM 95.00 GallMin Ensure the drain covermer now rating la not exceeded. HNW Lon at 21.33 Ft Maximum Flow Rate: System Head Pressure Curve 0 50 100 Volumetric Flow Rate (GPM) Selected Components Components Neu 7 x 2 Si 3 wry valve Man Coon 314 with Ratum Piping Name w aeww ehw 45 ft. eibae Tee Through Pumps Nave ]hp, E+, einds ease! C,46025I 1N.ad m ae OwnBn' w.0p0WYln 0 0.09 1 00 a to Inlet Discharge Head Lawat awnay auantlty e5.0D0awNn 5 12 am 2 2 0.70 0 3 0.n Quality t 0