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HomeMy WebLinkAboutSURVEY - POOL PLANSNOT PLAT1 VACANT 659.25' CENTER SEC i i01 ABBREVIATIONS: A/C = AIR CONDITIONER (C) = CALCULATED CBS = CONCRETE BLOCK STRUCTURE CM® - COMMISSIONERS' MINUTES BOOK CMH = CONFLICT MANHOLE CNF = COULD NOT FIND CONC = CONCRETE CLF = CHAIN LINK FENCE DE = DRAINAGE EASEMENT DEP = DEPARTMENT OF ENVIRONMENTAL PROTECTION D8 = DEED BOOK DIP = DUCTILE IRON PIPE FH = FIRE HYDRANT FND = FOUND FPL - FLORIDA POWER & LIGHT IP = IRON PIPE INV = INVERT IRC - IRON ROD WITH PLASTIC CAP LB = LICENSE BUSINESS LS - LICENSE SURVEY (M) - MEASURED MHWL = MEAN HIGH WATER LINE MON - MONUMENT ORB = OFFICIAL RECORD BOOK (P) = PLAT PB = PLAT BOOK PG = PAGE PL = PROPERTY L I NE SYMBOLS: POB - POINT OF BEGINNING = GUY WIRE ANCHOR Poe = POINT OF COMMENCEMENT © = CABLE TELEVISION SOX PRM R/W - = PERMANENT REFERENCE MONUMENT RIGHT-OF-WAY C3 = CATCH BASIN RC = RAISED CURB 0 = CLEANOUT RCP = REINFORCED CONCRETE PIPE ® = ELECTRIC BOX RGE = RANGE ET = SOUTHERN BELL BOX RPB = ROAD PLAT BOOK Q - MANHOLE = SURVEY i7 = FIRE HYDRANT SEC = SECTION > = LIGHT POLE SLP = STOP LIGHT POLE Q = POWER POLE SMH = SANITARY MANHOLE 0 = SPRINKLER HEAD SBTMH = SOUTHERN BELL TELEPHONE MANHOLE = WATER VALVE STMH - STORM MANHOLE Q = WELL TB = TRAFFIC BOX = WATER METER TLP - TRAFFIC LIGHT POLE 'a - WOOD POWER POLE TV = TELEVISION -X - - CHAIN LINK FENCE TWP - TOWNSH I P -{1R -® GUARD RA I L UE = UTILITY EASEMENT 0 = SET 5//8" IRON ROD WITH PLASTIC WP - WOOD POLE CAP PSM#6330 WHITE CITY SUBDIVISION LOT 220 (PBVA'CANT23) i SCANNED BY St. Lucie County ALEXANDER J. PIAZZA PSM, INC. Surveying • Mapping Consulting 619 SW Biltmpre Street ® Port St. Lucie, Florido 34983 Phone: (772) 340-7770 W7280 Fax: (772) 340-2250 -15-18 ADD FORM80 _ DS RP 23-18 ADD PROPOS" RESIDENCE AND EXISTING TOPO AJP DATE REVISIONS: B-Y 4 V 3 10 J 6 F O F N LU N Z 1 W (L JO j N WQH M1 W2 W O O Lq N 0 CP 7 LOCATION MAP NOT TO SCALE LEGAL DESCRIPTION: A PARCEL OF LAND SITUATE IN THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA. LESS THE WEST 264 FEET OF THE SOUTH 165 FEET OF THE EAST 297 FEET, AND LESS THE EAST 33 FEET FOR ROAD RIGHT OF WAY. CONTAINING 164,268 SQUARE FEET, OR 3.771 ACRES, MORE OR LESS. SURVEY REPORT: 1. THIS IS A BOUNDARY SURVEY AS DEFINED IN CHAPTER 5J-17.050(10)(a—k), FLORIDA ADMINISTRATIVE CODE. 2. SURVEY BASED ON ST. LUCIE COUNTY SECTION DATA. 3. LEGAL DESCRIPTION WAS FURNISHED BY CLIENT. 4. BEARING BASIS: S89'45'35"W ALONG THE SOUTH LINE OF SE 1/4 OF THE NE 1/4 OF THE NE 1/4 OF SECTION 9, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA. 5. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 6. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO277 J. EFFECTIVE DATE 2-16-12. 7. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 8. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN PERFORMED BY ALEXANDER J. PIAZZA PSM, INC. 9. THE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR MARKING THE PROPERTY LIMITS AND FALLS WITHIN THE SUBURBAN CATEGORY AS CLASSIFIED IN CHAPTER 5J-17.051(15)(b)(ii), FLORIDA ADMINISTRATIVE CODE. ALL FIELD —MEASURED CONTROL MEASUREMENTS EXCEEDED 1:7,500 FEET ACCURACY REQUIREMENTS FOR THIS CLASSIFICATION. 10. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 11. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 12. THIS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE. PREPARED FOR: NICHOLAS & HEATHER TUBITO 13. a COPYRIGHT 2013 BY ALEXANDER J. PIAZZA PSM, INC. HE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. THIS SURVEY IS NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY ALEXANDER J. PIAZZA PSM, INC. ALEXANDER J. PIAZZA PSM, INC. B€ DATE OF FIELD SURVEY: 10-15-18 J. DATE OF SURVEY: 10-15-18 SITE PLAN FORMBOARD SURVEY OLEANDER AVENUE SEC 9, TWP 36S, RGE 40E AS PREPARED FOR NICHOLAS & HEATHER TUBITO ALEXANDER-J. PYAZZA T- PROFESSS1ONAL SURVEYOR=FND MAPPER FLORIDA•GER`IF4CATE No '6330 CAD K: \BUILDERS\DWG2013\DWG\13-16( 9�'#Ili.IAi�kil' p REF K:\ FLD CJM/AJP FB• PG. JOB 13-1609 OFF RP DATE 10-15-18 CKD AJP SHEET 1 OF 1 DWG D-0833 FILE COPY POOL SPECIFICATIONS 55'-0" ST. LUCIE tOUNTY BUILDING DIVISION REVIEWED FOR COMPLI 5 REVIEWED BY DATE aLANS AND PER p-y ON UOB SITE OR NO INSPECTION(S) WILL BE MADE THESE PLANS AND 11CO RECTEONS RK ARESU9JECTTD ANY REQUIREC � f'EL0 1 ORnER O TORS T MAY EE NECESM COMPLY WITH ALL APPLLCAOLE CODES- _ _______________RESPO�:ANCEALEDFERSORATiACHMENTS -------------+-----;---- o : J J AR CDNTRAC ORSOf RE IBIUTI Of ORD. TILE M OUTSIDE POOL GUARD 9 -0 CO ALARM 1 24" STEP ---------------------------------- R d R 1- d x ' 1 5'x5' I.D. (2)1Bp d g-------- SPA-----' i I I EDGE 5'D"' SPILLWAYS COLOR LED TILE DEEP I 1 1 1 cV UMBRELLA I BUBBLER SLEEVE 1 : : I z z 3"g° I FLORIDA GEM 3'6" i 15 x30 DEEP �' INTERIOR DEEP POOL 1 12'-6" 1 1 w 1 1 5'-6" ; 5' 0" 30'-0" ' 1 2.5"-SPA M.D. L___________ ___ __ __ __ _______________________________________ _ _ __ _ _ _ ___ EDGE1 i --------------- -------------------------------------2"_SPA RETURNS- 1 I 1 TILE- 1 I 2.5"-JETS ii 5' SWIM OUT i EDGE i--------------------- ------------------------------------ ---------------- TILE 1--------------------------------�--RETURNS 2 12 2 I ----------------------------------------- ----- - ------ R COLOR COLOR ; 2"-M.D. 1 LED LITE1I8'> LED LITE 1------------------------------------- ----- ------------------------------------------------- 1 I 12 BUBBLER 2"- -------------- ---- -------- i--- ---------- ------ ------------------------ ------ ---------E-------- _------------------- --------------- p----i------------U / 1 T-0"' (n.t.s.) L-------------------------------------------'U- --------------------- w TRAVERTINE 0- DECK EXISTING 2" DECK DRAIN / R ES I D E N C E PORCH TRAVERTINE EXISTING RESIDENCE PORCH TRAVERTINE MAX, WIDTH 15' MAX. LENGTH 37' PERIMETER 104' AREA 510 s- MIN. DEPTH 3_6" MAX DEPTH 5'0" ACCESS RED ELEV. TOB T.B.D. EXCAVATIED DIRT SPREAD RAISED BEAM N/A TILE 6x6 STEP EDGE 2x6 COPING EDGE TRAVERTINE INTERIOR FINISH GEM COAT SWIMOUT (1)s LADDER N/A HANDRAIL NO GRAB RAIL NO FILTER PENTAIR C&C TIMECLOCK N/A CIRC. PUMP PENTAIR SUPERFLO VS POOL DRAIN 302 CHANNEL DRAIN MODEL#CMP25506-320 POOL RETURNS 4 VAC. LINE STUBOUT SKIMMER (1)TILED CHLORINATOR INTELLICHLOR IC-30 FILL LINE N/A OVERFLOW N/A WATERFEATURE (1)LED COLOR BUBBLER LIGHTS POOL (2) LED COLOR GLOBRITE ELECTRIC BY HORIZON TRANSFORMER YES J. BOX YES HEATER NO SIZE N/A GAS TYPE N/A TANK N/A HOOKUP BY N/A PATIO TRAVERTINE PAVERS SQ FT t1,253 TERMITE YES DONE BY BUGMAN EXISTING PATIO YES SQ FT T.B.D. DECK DRAIN 39' PLANTERS NO APPROX. GALLONS 16,000 GYM. -- TURNOVER HR. MIN. SCREEN ENCLOSURE NO FOOTERS NO CHILD BARRIER 4' HIGH ALUMINUM FENCE & POOL GUARD ALARM COMMENTS DURADO POOL CLEANER SPA SPECIFICATIONS SIZE 5SQ SQ.FT. 25 ELEVATION +6 SPILLWAY �g18" GLASS BLK NN/A LIGHT (I)COLOR LED TRANS. YES J BOX YES SPA DRAIN 3"x32" CHANNEL DRAIN MODEL#CMP25506-320 JET PUMP 2HP SUPERFLO JETS 6 RETURNS 2 HORIZON POOLS " BY "" TUBITO RESIDENCE St. ude County5703 OLEANDER AVE FT PIERCE, FL I. k IJ_V' L. ,11 TM PROFESSIONAL GINEER PE•73071 10209 S m Blvd #211282 -Royal mBeech, FL 33421 -D541 ***ELECTRIC NOT INCLUDED*** FBC 2017 Compliance NEC 2017 Compliance STEVE HORST X DRAFTING & DESIGN SERVICES (772)201.7846 hontsteve@yahoo.com —Pool construction complies with FBC 2017, ANSI-7, ANSI-15 —Water Velocity —Max 8ft/sec as per FBC 2017—R4501.6.3 —Soil bearing capacity assumed 2,000psi @95% compaction —Equipment Foundation 3'x7' conc. slab min 3.511 thick pour in place or approved Hurricane Rated precast equipment pads —Water Heating equipment to comply with FBC 2017—R4501 WHEN PROVIDED SHALL BE AT 20" MAX BELOW THE WATERLINE AND VISUALLY SET APART FROM POOL SWIMOUTS (NO SCALE) PRESSURE GAUGES INSTALLED ON FILTER PUMP FOR FINAL INSPECTION I Vacuum (In Hg) X 1.13 Feet Of Head Pressure (PSI) X 2.31 Feet Of Head Vacuum Head + Pressure Head = Total Dynamic Head TRENCH DRAIN MAIN DRAIN POOL DETAIL (NO SCALE) OUTSIDE ANGLE OF REPOSE 6' AND FURTHER — 4' THICK WALLS W/t3 REBAR 012" O.C. EACH WAY 3' TO 6' — 6' THICK WALLS W/#3 RON 012' O.C. EACH WAY 0' TO 3' — 8' THICK WALLS W/i3 REBAR 012" O.C. EACH WAY MISC. NOTES 1. ALL STEPS AND SMMOUT BENCH EDGES WILL HAVE 2x6 CAPTLE BORDER OF OPPOSITE COLOR OF GEM FINISH FOR wSIBILIIY 2. HANDHOLD TO BE INSTALLED ARE WHERE DECK RAISED +6` ABOVE POOL / F� EXCAVATION INTO THE ANGLE EXCAVATION REPOSE IS ALLOWABLE PROVIDED: VV�' 'SHORING IS SECURED AT ROMEAND SHORING SHOULD BE Q� SUFFICIENT NOUNDERMINING i0 SECURE SOILS FROM EROSION OR SETTLEMENT ANY ' NO UNDERMINING OCCURS OR ENGINEER APPROVED IF PIA' DOES ' COMPACTOR TEST OF THE BACIDILLEO MATERIAL ARE PROVIDED PRIOR TO THE POURING OF THE PATIO STEPS (NO SCALE) STEP DETAILS L TREAD IS MIN OF 10" WIDE. 2. RISER NOT GREATER THAN 12' EXCEPT IF MORE MAN (3) TREADS ARE USED 3. ALL STEPS TO BE SOUD GUNITE 30DO P.S.I. A" PER FT�� WgM REMOVE GRATE & BRICK WELL POINT PLUG FROM MAIN COPING DRAINAUX. M N & ATTACH PULE LINE WHEN CPING P ,: 'f:"'":F: °.•.. .:�; +� 6"x6" TILE GRATE SHALL BRICK PAVER PATIO BE SECURED IN INTERIOR _. PLACE SO FINISH 4. ' TIP. WALL-3,000 PSI GUNITE THAT TOOLS ARE REQUIRED FOR REMOVAL STEEL—TEX FORM OR KRAFT WALL 6' TYP. FLOOR : ' TRENCH DRAIN 3,000 Vol ` t3 0 12" O.C.B.W. GUNITE . NOTE: FOR DEPTHS t: GREATER THAN 6' ADD TREADED .1.. ' (1)#3 COVE BAR 06" O.C. PLUG GRAVEL BE TO PUMP — TYP. WALL SECTION & WELL POINT (0 SCALE) BRICK COPING 6'x6' 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 UNDERWATER LIGHT POOL FINISH 6"x6' TILE 4YL" TYP. WALL PAVER PATIO 6' 1YP FLOOR ".... STEEL—TEX FORM OR KRAFT WALL 13 0 12' O.C.B.W. TO PUMP y SPA WAIL SECTION ALE) VENT LINE NOT TO BE FURTHER THAN 40 FT FROM POOL 25' MAX TO JEk WET LENGTH DRAIN SPA DETAIL (NO SCALE) POOL PATIO AIR 12 VAC FROM POWER SUPPLY 1' PVC CONDUIT SCHEDULE 40 PVC SLEEVE NO BONDING OR GROUND REQUIRED NICHLESS UNDERWATER LIGHT DETAIL CALL) www.horizonpools.net Wade M. Clarke Licensed & Insured Lic# RP-0067256 k' Orizon POOLSAr IMc. NEW CONSTRUCTION & REMODE 32 Years Eicpenence on the Treasure Coast Email: horizonpcols@att"net Office: 772.405.1130 CHLORINATOR 1 FILTER PUMP W/ HAIR & LINT STRAINER PUMP W/ HAIR & t— Um STRANER SPA u 31 0011- ORNN C,E� CW PIPING SCHEMATIC CUSTOM MOLDED PRODUCTS INC. SINGLE CHANNEL DUAL OUTLET CMP 25506-32X VGB PER FRC4501.6.8 COMPLIANT 32" CHANNEL DRAIN COMPUANT WRH 2017 FLORIDA BUILDING CODE LISTED TO ASME/ANSI A112.19.8 32" CHANNEL DRAIN AND SUMP 25506-320-000 *THREE 2' SOCKET x 2.5' SPIGOT PORTS *DEBRIS GUARD INCLUDED 38.79in? OPEN AREA *IAMPO LISTED 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 port plugged and outer ports open is 308 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 port open is 200 GPM (floor) and 168 GPM (wall) when using 2.5" plumbing and 184 GPM (floor) and 176 GPM (wail) when using 2" plumbing. SUN DECK DECK 1 ROW OF WATERUNE TILE WATERLINE MAX 5'-0" � i 6" THN;N J STEEL 0 12' O/C E.W. TYPICAL SECTION THRU POOL (NO SCALE) WALLS 28ALL SIM NZ Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer POOL 1. Calculate Pool Volume: XXX __ft x_x 7.48(gal/Ft) = XXXX gal PUMP (Surface Area) (Average Depth) (Volume in gallons) 2. Determine Flow Rate: XXX __ gal / ---XXX__ XXX + XXX XXX (Volume) _ (Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate) Determine Pipe Sizes: Trunk Piping to be 2 -inch to keep velocity 0 8 fps max. at_ 82 -gpm Maximum System Flow Rate. Return Piping to be 2 inch to keep velocity* 8 fps max. at_82_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 VS H.P. 1.5 Total H.P.=H.P.x serves factor. I H.P. or more must be 2 speed or varleble speed Filter Make PENTAIR C&C Size 150 Filter min. area based on arc. tumoverMw rate pod gal.1360 min. = Flow Rate DMde G.P.M. by Canddge =.375 or Sand =15 a D.E. -2 Tin Comrollermake ON PUMP Model ------ Commit; mud operate a minimum of two speed& —The—hiaters ovemde le. not to exceed one normal cvde Or 24 his, whichever is Ass Pipe Size 6 fps 8fps 1' _ 16 gpm 0.14' 21 gpm 0.23' 1.5' 37 gpm 0.08' 50 Dm 0.14' 2' 62 gpm 0.06' 2.5' 88 gpm 0.05' 11gm.9 ' 3' 136 giam 0.04' 181 qpm 0.07' 4' 234 gpm 0.03' 313 Stipm 0.05' 6' 534 gpm 0.02' 712 gpm 0.03' Determine Pipe Sizes: SPA JLIS UNLY 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 z_? inch to keep velocity 0 8 fps max. of 1E_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 Total H.P =H.P.x service solar.1 H.p. or more must he 2 speed or variable speed Filler Make N/A Size - - - Fear min. was based anAla. tumor flow rate pool gal.1360 min. =Flow Rate DMde G.P.M. byCamidge =.375 or Sand =16 a D.E. = 2 Time COMInHer make VA Model ------ Controls must operate a INrdmum oftwo speeds. TFn hinhnrawe,i,nmrV.in M nM In aw —...I rvA. nr ad hw uA,MM,wMlme Pipe Size 6 fps 8fps 1. 16 gpm 0.14' 21 qpm 0.23' 1.5' 37 gpm 0.08' 50 glom 0.14' 2' 62 pm 0.06' 82 0.10, 2.5' 88 pm 0.05' 17 pm 0.09 3' 136 gpm 0,04' 18 g 7' 4' 234 pm 0,03' 313 g m 0.05' 6' 534 pm 0,02' 712 gpm 0.03' HORIZON POOLS TUBITO RESIDENCE 5703 OLEANDER AVE FT PIERCE, FL �sfa- 06 •�t� ***ELECTRIC NOT INCLUDED*** STEVE HORST 2 / DRAFTING & r,{ DESIGN SERVICES 01.7846 IlorsLsteve@yaboo.eom Page 1 TDH CALCULATOR PBG-TUBITO-HIGHSPEED Pool Information Flow Rate: 71.72 GPM Total Piping Lengths: Suction Lift: 2 Ft Inlet Side: 72 Ft Discharge Side: 108 Ft Maximum Pipe Velocity Allowed: Piping Sizes: (odm.h your Ideal code) Inlet Piping: 2,052 In Branch Piping: 6 FVSec Discharge Piping: 2,052 In Inlet Piping' 8 FI/Sec Discharge Piping: a FVSec Piping Head Loss at77.72GaVMin: P 9 (not hooding finings or valves) Inlet Piping: 5.65 Ft Discharge Piping: 8.47 Ft For advanced pools that contain multiple suctions, this program may be inaccurate. Consult a hydraulics engineer. This program is for single pump sytelns with a single body of water. Results: Your TDH Calculation Suggested Minimum Pipe Sizes Flow Rate: 71.72 Gal/Min Branch Piping: 2.5 In Your Head Lose: 49.47 Ft Intel Piping: 2.0 In Maximum Flow Rate Discharge Piping: 2.0 In at Maximum RPM: 71.72 Gal/Min Ensure me drain eo MSx Row MVng is not exceeded. Head Lose at 49A7 Ft Maximum Flow Rate: PENTAIR TDH CALCULATOR PBG-TUBITO-LOWSPEED Pool Information Pod Volume: 160DO Gel Total Piping Lengths: Turn over Time: 8.50 His Inlet Side: 72 Ft SucBal Lift 2 Ft Discharge Side: 108 Ft Maximum Pipe Velocity Allowed: Piping Sizes: (oonsuN your local code) Inlet Piping: 2.052 In Branch Piping: a FUSec Discharge Piping: 2.052 In Inlet Piping: 8 PoSee FSe Discharge Piping: 8 PP 9I In Head Loss at 31.37GaVMln: loot inwtling findings or valves) Inlet Piping: 1.22 Ft Discharge Piping: 1.83 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 RMa: 31.37 GMIMin Branch Piping: 1.5 1n Your Head Loss: 11.43 n Inlet Piping: 1.5 In Maximum Flow Rate Discharge Piping: 1.5 In at Maximum RPM: 71.72 G"in Ensure the drain cover mar Raw rating is not exceeded. Heed Lose at 49.47 n Maximum Flow Rate: System Head Pressure Curve I I System Head Pressure Curve Be-] 60 f zo l -'. SupwFlo vs - 3450 ipm . -• Clean SYMem Desired Cpemedn Paled Vdumeric Flow Rate (GPM) Selected Components Superf5o VS -1600 ran Cman System Desired Operation Pont 2 30 40 Volumetric Flow Rate (GPM) Selected Components Components Components Heed Ws rt Heb Uwe rt Name Quumy, T1.TNl1.50 Nam. Quavery a1.ar0DA IMMIX:hbr m-90 1.50 OAO 4 4 vWe 2-x 2.3Iay va Yx 4 0.22 4 Win Cr"3wayvelve Main pain In 1 1.04 Cinain f4Mn DNl 1 0.55 O Gar h 3.28 C Clem ir! irwh Ramm V2 insh 4 13.30 inch R 1Q loco Return 4 2.9 4 2.56 Piping Pipingand M Oichuw Had Local. Inlet DW:Ntpe Head Lowrt More, OuentNy Quantity 71.IN3910 Huns edl OuiaNy, Qw14 31.3TG2.13M deers Mbmv 0 a.m 0 2.13 M 45tlara Mbew 0 0 0 On 15 deare.Ibaw 40 U a 0 0.20 Te Tttouyi 0 3 O.Bt Tboxilh T. Tdrouph a 9 0.20 Pumps Neme QueMMy smerFm VS 1 M ondeer bademerka sod kigpa eA owned by Pontah, too. Mf tiro®, InreyiCemme, Easy'bucha, InfelflTouchm, SunTouchs,, ant Eou SewdTM we edii c ed videmedid did" bedemeeks or Penbb Mori exi See, Inc. andwrxs aMlwbd sompenwe in in. Used Shwa &xV erother countries. UMew expnaMy mteq nemea wtlbromw dMNtl gents Met may be uwd In fMa document sre mt uxtlb ImNcew en aagbflan a enderwmeMbMvidan Me owners MMess names arM bands end PeMelr Wawr Paul mtl Sp, Ire. ihoae auras arMMMe meYb Ms beMmarta errepiMerotl barlemeMa ofMwu Mktl paOw. Because ws en conNmroPloye, roNnpowpiWuels ant urvlona, Ponakmaenida the dpneroeherige apedOceNow WdhovipdermNe. PonMbw en autl opperluniry empbyer. Pumps Neme SmxdPo VS aren hidend in demMxs muMiies, vies exens, Quantal' 1 ed a0 WIDE 1r ere H[ON z 38' DEPTH CLEAR WOREDIG SdACE IN FRONT OF ANY PANEL BOARD PER 110.2e(A), 110.21 AND 110Re(S) OF THE 2017 NATIONAL ELECTRIC SIDE awaffit 0x(5) IN Or a' ARM POOL DECK arterMher dNNtlon or re did i8 SOLD COPPER BOLO MM MM APPRO 0 CLAMPS MCHE 18'MMN-24'MAX ••••• ".,• gIB-GILiOE Be01 TO Lj/H t-/7p� TOCGr-SMICx "'• ENTIRE POOLS T ALL-NGRWNO O NEL. MPRPhD P003 Ilm I' PJC Ce1pM RXIER PROOF O,f.1 3-112 IN SOLID _ MOST NOT BE MORE THIN 20, FROM POOL 1/2' CONDW 0 SOLE MM : COPPER D EDGE NO NOT '- CIAMPS a (4) SIDES OF MIHIN 6' OF POOL EDGE Its SOW COPRR *RE i WNOE POOLS BOND TO TO EQIPOTENGA� BOND N.E.C. 2017 SEC. 680.22(3) to sours COPPER POD. SM MRE TO GROUND Pentair TDH Calculator Page l of 0 PENTAIR TDH CALCULATOR PBG-TUBITO-SPA Pool Information Flow Rate: 95 GPM Total Piping Lengths: Suction Lift: 2 Ft Inlet Side: 72 Ft Discharge Side: 108 Ft Maximum Pipe Velocity Allowed: Piping Sizes: (oonwN your local cod.) Inlet Piping: 2.445 In Burch Piping: 6 FVSec Discharge Piping: 2.445 In Inlet ge P Piping: FVSec Piping: 8 F7Sec ge DischarPiping Mlo: Head Loss at 95.00Ga118 (iron Inducing fittings or valves) Inlet Piping: 4.05 Ft Dlaeha ige Piping: 8.08 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: 95.00 GaVMin Branch Piping: 3.0 In Yoa Head Logic: 27.66 Ft Inlet Piping: 2.5 In Maximum Flow Rate Discharge Piping: 2.5 In at Maximum RPM: 95.00 GaUldin Ensure the dram cover max flow rating is not oxceed.d. Head Lose at 27.66 Pt Maximum Flow Rate: System Head Pressure Curve SD 40 30 gg � 120 m 2hp. E+, Single speed (348025) Gan System L"�, Desired opemtmn Paint 0 d o 00 Vafumebic Flow Rafe (GPM) https://www.pentairpartners.com/nwketing/tdh/index.aspx 12/5/201 Selected Components Components Need Lon M Name Quantity 05.000aNMin 2-.2.V3weyvalve 0 0.00 Mein been 1 1.0 v41nm Record a 200 Piping mIM Diutrerge HeadbinA Nuns Quanty, Quiddity 911.0001 W didgmeeibaa 7 20 10.48 45 scene Meow o 0 oaa T. Through 0 5 1.39 Pumps N. Qaamay 2hp, Et, Single Speed (SQ 025) 1 Aft Puri tretlemarks ends en owned by Ponrok,arm.towllfib®, tnwslComma, EnyTad S. ImalbTouchO.SunToudie,swEcoSelest- werephtendfrotlennMsaterhedemeMsofPonfee, water Pod and Spar. Inc. enter der eM d companba In On, Unaetl Stabs antes ogler countries. Uawss arson .1yrroted, nemw wdbraMs MMNtlpeme Mat maY oar audio Mde document are ei aetl m kmwaww emyatlan a• wdoraeriidnt between Ms owridro oltlidw nenaeerm bands entl Porealr WeMPool arM Sps, Ma ihueenemuand Drondbim be Me batlemerlu wrep.Veretl bedemtke o/alow MINpMbea. Bemuse wearo conWuouMY impravinp ow Protlucaf arxl aeMus, Ponmirroaerves gid qpM m mange spedflcalbna wNlsutPderriofke. Ponfebwan equN oppa,hmiry empbyer. JAN 0 9 Z019 S-r. Lucie County, ELECTRICAL DETAIL NOTE: ALL E18CTRICAL WORE SHALL CONFORM TO N.E.C. 2017 SEC. BOB EQUIPOTENTIAL BONDING DETAIL PER FLORIDA BUILDING CODE ADAPTION OF THE N.E.C. 2017 SEC. 680.20 0 PENTAIR TDH CALCULATOR PBG-TUBITO-HIGHSPEED Pool Information Flow Rate: 71.72 GPM Total Piping Lengths: Suction Lift 2 Ft Inlet Side: 72 Ft Discharge Side: 108 Ft Maximum Pipe Velocity Allowed: Piping Sizes: (w16111t your local cede) Intel piping: 2o52 In Branch Piping: 6 FtlSec Discharge Piping: 2.052 In Inlet Piping: 8 FVSec Discharge Piping: 8 FVBee Piping Head Loss at 71.72GaVMin: (not incutling fittings or valves) Inlet Piping: 5.65 Ft Discharge Piping: 8.47 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: 71.72 Ga9Min Branch Piping: 2.5 In Yaw Head Loss: 49.47 Ft Inlet Piping: 2.0 In Maximum Flow Rate Discharge Piping: 2.0 In at Maximum RPM: 7112 Ga11Min Ensure the tln/n cover max Rowradrlg Is not exueaded. Head Loos at 49.47 Ft Maximum Flow Rate: to Q 6 s E 42 4 System Head Pressure Curve clean System obeeed Opaatron.Pam 0 25 50 75 Im Volumetric Flow Rate (GPM) Selected Components Components Hou Lam n Nam. owners, 7t.13eauMin FouleCHor IC-30 1 1.50 2'x25'3vnyo&b 4 342 Mabl DMn I too C.M. 6M our 1 3.28 in inch Rawm 4 13.34 Piping Inlet DNcsion" bluilwset Nm Quantity twwmy 71.720ali 90 aepse Nbow a 14 9.83 454eare elbow o 0 0.00 Tee Through 0 3 0.S4 Pumps Rome Oo toy SumrFln VS I one by Ponah,Inc,intseFlat beeplCommW, E.,Tcucb9, InMpTouMa, BmT d.9k end Esc SeNMa 'saewnmaa of PxnNV Werer PWwxF Be, Inc. sooner As aMltiow canmMe. m the en dad Show anworome, d, names arM bronew olMiidmrtba that may be wed in this document sox rM usedro bdcxlh an aaalalbn or x of. names..Sabots eM Panbv We. P and Seeon, nape nxrroa one towns, may be the Pentair TDH Calculator Page 1 of 0 PENTAIR TDH CALCULATOR PBG-TUBITO-LOW SPEED Pool Information Pool Volume: 16000 Gal Total Piping Lengths: Tura Over Time: 8,50 Ho Inlet Side: 72 Ft Suction LND 2 Ft Discharge Side: 108 Ft Maximum Pipe Velocity Allowed: Piping Sizes: (comuh your boa model Inlet Piping: 2.052 In Branch Piping: 6 Fusee Discharge Piping: 2.052 In Inlet Piping: 8 FVSsc Discharge Piping: 8 FVSac Piping Head Loss at 31.37GaIlMin: (n01 t1GIdHIg 11nMg6 Or V8Ve6) Inlet Piping: 1.22 Ft Discharge Piping: 1.83 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 wafer. Results: Your TDH Calculation Suggested Minimum Pipe Sizes: Flow Rare: 31,37 Gobi Branch Rpirp: 1.5 In Your Head Lou: 11.43 Ft Inlet Piping: 1.5 In Maximum Flow Rate Discharge Piping: 1.5 In at Maximum RPM: 71.72 GaVMin Ensure the drain cover max Row rating is not exceeded. Head Lou M 49.47 Ft Maximum Flow Rate: System Head Pressure Curve 20 5 s s 10 5 tegD ram Clem01,01e m D aimed Opaiabon Pant 0 0 10 20 30 40 Volumetric Flow Race (GPM) https://www.pentairpartnem.com/marketing/tdh/index-aspx 12/5/201 Selected Components Components Reed Lu.a of News County 31.37OagMin IMNIICnb IC- 30 1 0.40 rx2S3xxxwAe 4 on Who OMn 1 0 n Chen wW Cxlat 1 0.55 M Ian Resso 4 2.55 Piping b1M Dhicher, a Nwdiceeat Nome pnn8y tauwft 31.370di in W aoaree •Now a 14 2.13 45dagrmaroow 0 a 0.00 Too Through 0 3 0.20 Pumps home Ouarwy Supiorbo VS 1 An Ponfeirbademwba and bgm. aeneo'by PenrW, he. MMiFb4, InMNiConrmQ EWTou -A, InbxbTcudte SwIrouchs and Soo Sxeeto� are Widened badseseft 4brNMrnerka dPwxxk Now, Pow artl Sm,Inc and'oras afNMed4or Terxea M ear wW Snd'a1M ag anor oxxxia6. unhous welt, rand. ranw3 analbves, dt6olprMa Oat rosy be used in We denrment one ml well rP kMbele all sesebon or endorsement oeMvanfM amen dlmasrenled vMbrurd. rap PeMatr WaMPax ant Sm, Inc Tiwaa name• and bbox emay Ce Me mdemeM1a ornpaolM6adaredn MHtw nkdpattlaa aemW1 m ant esnmudMyrmprewp owprodueneM sennem, Ponfaknswwa Ns ,IpM ro cberpe aperTicatlpna ndltoNprbrroaae. 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COM1sgS11[ J,0 JAB SoT,1 M'E'C' YMD VLMCYM mvr CODES St'EGLTM0Y1' HAnDr1BMt YIIOHC' CEOOYID6LC YMD IMEJYII9STOM JY u Oh ME M'E'C' SOTA SEC' ee0*30 b= UMBMV Btlll'DDSe CODE YltYbtTOM EHIII60SEMINr B010130 DEZVIT boa 2JEEr MA E bm BOND 10 DWI 0 IT) 21DE2 OL BOND WE NUN *"M I-W 2DM 9NE CObi j RH= 6007 EOOINM 1!T-100140 NIO 2I ll O BOND 10 CEN'162 t.10 e, BDOa L4 NUN 111b"M JeaygNl_St,mO( 03u begNIM BOND new wc= I -la 20r0 g6E OCbbEN 1b6tlaHD (Tmb2 So" ABE RIN W 2a1D R7bbSi wb1OMO mabz 10 2 11D elR W mnD mbbEB MIN )) D�I a EOB Pentair TDH Calculator Page I of PENTAIR TDH CALCULATOR PBG-TUBffO-SPA Pool Information Flow Rate: 95 GPM Total Piping Lengths: SuetiOn Lit: 2 Ft Inlet Side: 72 Ft Discharge Side: 108 Ft Maximum Pipe Velocity Allowed: Piping Sizes: (wno.k your local woo) Inlet Piping: 2.445 In Branch Piping: 6 Fusee Discharge Piping: 2.445 In Inlet Piping: 8 prison: Discharge Piping: 8 FVSee Piping Head Loss at 95.00GaVMin: (not inwtling OMngs or vebes) Inlet Piping: 4.05 Ft Discharge Piping: 6.08 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: 95.00 Gavmh Branch Piping: 3.0 In Your Harty Lou: 27.66 Ft Inlet Piping: 2.5 In Maximum Flow Rate Discharge Piping: 2.5 In at Maximum RPM: 95.00 G"Im Em ome the dmfn comran" Row raring b not ovocended Head Loss at 27.66 Ft Maximum Flow Rate: System Head Pressure Curve 50 QQ 40 1"30 `o c 20 10 2hp. E-, S-910 Speed (348025) Clean System Oesred orma i n Point 0 0 W IDO Volumetrlo Fbw Role (GPM) h s://www. entai artners.coftilmarketin tdh/index.as x 12/5/201 Selected Components Components Hasa laev M Nacre cluanaty e3.Ob0 mi. Yx2.F3wayvalve 0 O.OD Mein Doh 1 1.60 3a Inca Return a 2.08 Piping adN Discharge Hood! Lou at Nam Gowen, county 95.0110aUIN!" 90 degree elbwi 7 20 10.. 45 degee elbow 0 0 Doc Teo Through 0 5 1.3a Pumps Nome, 0--ft Zip, E.. elmle Speed (3480251 1 M Nower tlemeraaeM bone era owned by pointer, 1.1,009loe. loweQmm®,E.,Toucha, 1owhT.Wb SunTeucha, and Em S.fedn sn ubbowdhademaha sePbr hedemarxs orPonlaY wxwPool sin spa, On, vldbr0 aeMaE oxi,colss M IM anxed Boxes erMrdomer oawndes. !Mess expoxces, now, nma ero'bmrbs orMkdpetam nMnaY be used In in. documeer ere not use0b kMhab en Srxw bo or aMor<enmd bheeen fin omn abase mmu min Mantle and PenMr Water Pod Sox, speone non muss onobonnusnow be dro bedwnaMe or rxpeMM rockbound oftboM poor partba.Becausem..ondnrmrNY knPmvinp.'roauct. and aerobe., Penh' MWa the dots neherpe eped4celnna mMoufPrldr Yiee. pm'aabissn Coal oppaWrkty empbyer.