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HomeMy WebLinkAbout9-16-20 GIBENY-SIGNEDHAND RAI L 2.5" -RETURNS 2.5"-M.D_ POOL SPECIFICATIONS MAX. WIDTH 14' MAX.LENGTH 26' PERIMETER 80' AREA 392 sq.ft. DEPTH 3'0" - 60" ACCESS RIGHT ELEV. TOB TBD EXCAVATED DIRT HAUL RAISED BEAM N/A TILE 6x6 STEP EDGE 2x6 COPING EDGE OVERPOUR INTERIOR FINISH GEM SWIMOUT (1) 8' LADDER N/A HANDRAIL YES GRAB RAIL NO FILTER JANDY CS CART. TIMECLOCK N/A CIRC. PUMP JANDY FLOPRO VS 1.85 HP POOL DRAIN 3"x32" CHANNEL DRAIN MODEL#CMP25506-320 POOL RETURNS 4 VAC. LINE (1)STUBOUT SKIMMER (1) CHLORINATOR TRUCLEAR FILL LINE N/A OVERFLOW N/A WATERFEATURE NO LIGHTS POOL (2) COLOR LED ELECTRIC BY TBD TRANSFORMER YES J. BOX YES HEATER NO SIZE XXX btu GAS TYPE N/A TANK N/A HOOKUP BY N/A DELUXE CLEANING KIT YES PATIO CONC & SPRAY DECK SQ FT ±472 TERMITE YES DONE BY BUGMAN PORCH PATIO N/A DECK DRAIN 32' PLANTERS NO APPROX. GALLONS 13,100 G.P.M. -- TURNOVER HR. MIN. SCREEN ENCLOSURE YES CHILD BARRIER CHILD BARRIER FENCE C/) JOB INFORMATION: C/") w U COAST LIFE POOLS LLC Q � I GIBNEY RESIDENCE 771 SOLAZ AVE PORT ST LU IE, FL M. RANDALL RODGERS, P.E. FL License No. 68212 1801 Hazelwood Drive Ft Pierce, FL 34982 (772)201-1634 Digitally signed by Marvin ***ELECTRIC NOT INCLUDED*** i R Rodgers Mary n R FBC 2017 Compliance NEC 2017 Compliance DN: c=US, o=Unaffiliated, P p ou=A01410000001725DB6EPREPARED BY: SHEET: Rod e rS cn=M rvin R Rodgers STEVE HORST cn=Marvin R Rodgers Date: 2020.10.01 18:10:03 -04'00' DRAFTING & DESIGN SERVICES 3 (772)201-7846 horst.steve@yahoo.com —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 a; TREADED GREATER THAN 6' ADD PLUG s ` (1)#3 COVE BAR @6" O.C. GRAVEL BED TO PUMP — TYP. WALL SECTION & WELL POINT (NO SCALE) 8„ (2) #3 REBAR OR (1) #5 REBAR • FOOTER DETAIL (NO SCALE) c0 Y" PER FT. MIN SLOPE NOTE: REMOVE GRATE & y r WELL POINT PLUG FROM MAIN 16 gpm DRAIN & ATTACH AUX. PUMP LINE WHEN EMPTYING POOL OVERPOUR OR CAP TILE WHERE APPUCABLE , :• `' ` '!' • s� WHEN PROVIDEDDECK 6"x6" TILE 37 gpm 0.08' 50 GRATE SHALL SHALL BE AT 20" MAX BELOW THE lvo� 62 4" SLAB BE SECURED IN INTERIOR2500 m HORIZONTAL INSTALL FIBER MIX PLACE SO FINISHP. WATERLINE WALL -3,000 PSI GUNITE THAT TOOLS 0,09' LINT STRAINER SWALLS HALL 7 i NOT STEEL @ 12" 0/C E.W. ARE REQUIRED 0.04' 181 gpm Ppp` REtURNS FOR REMOVAL 234 ��i. a�� ii. asp #8 COPPER STEEL–TEX FORM gpm REASONABLYEUNIFORMBAND ¢ 534 OR KRAFT WALL 0.02' 6" TYP. FLOOR COMPLYWITH H ARTICLES 5.6.1 THE SLOPE OF THE FLOOR FROM END WALL THE SHARDS N TRENCH DRAIN 3,000 PSI GUNITE #3 @ 12" O.C.B.W. NOTE: FOR DEPTHS a; TREADED GREATER THAN 6' ADD PLUG s ` (1)#3 COVE BAR @6" O.C. GRAVEL BED TO PUMP — TYP. WALL SECTION & WELL POINT (NO SCALE) 8„ (2) #3 REBAR OR (1) #5 REBAR • FOOTER DETAIL (NO SCALE) HYDRO–STATIC RELIEF DEVICE INSTALLED IN AREAS THAT EXCEED 1' WATER TABLE IN SHELL TRENCH DRAIN TO GRAVEL BED MAIN DRAIN POOL DETAIL (NO SCALE) OUTSIDE ANGLE OF REPOSE 6' AND FURTHER – 4" THICK WALLS W/#3 REBAR @12" O.C. EACH WAY 3' TO 6' – 6" THICK WALLS W/#3 REBAR @12" O.C. EACH WAY 0' TO 3' – 8" THICK WALLS W/#3 REBAR @12" O.C. EACH WAY 9 ft. 6 ft. J J J . d . � .. . d c0 #8 COPPER TO GRID r y r = 1730 RPM 16 gpm 0.14' 21 1 ROW OF WATERLINE TILE WHEN PROVIDEDDECK 1.5" 37 gpm 0.08' 50 .7 3'-0" WATERLINE SHALL BE AT 20" MAX BELOW THE PRESSURE GAUGES INSTALLED ON FILTER PUMP FOR FINAL INSPECTION 62 gpm CHLORINATOR FILTER 82 m HORIZONTAL INSTALL 2.5" PUMP W/ HAIR & MAX 6'_0" LIGHT WATERLINE 117 gpm 0,09' LINT STRAINER SWALLS HALL 7 i NOT STEEL @ 12" 0/C E.W. gpm 0.04' 181 gpm Ppp` REtURNS #3 SLOPE FLOOR SLOPES 6" THICK GREATER THAN 11 " 234 ��i. a�� ii. asp #8 COPPER 313 gpm REASONABLYEUNIFORMBAND ¢ 534 TO GRID 0.02' 1 712 COMPLYWITH H ARTICLES 5.6.1 THE SLOPE OF THE FLOOR FROM END WALL THE SHARDS N VERTICAL INSTALL SKIMMER THE TOWARDS THE DEEP AREA SHALL ON PUMP ON FILTER NOT EXCEED 1 FOOT IN 7 FOOT Vacuum (In Hg) X 1.13 Pressure (PSI) X 2.31 Feet Of Head Feet Of Head PoolBond PB -2008 pRPIN VWE Install in Plumbing T at least 3" Below pppV NER 3x32 c�� Vacuum Head + Pressure Head Water level in Return Piping.lnstall CNNNNEVpRPIN 21'-0" in sprinkler box for easy access 26'-0" = Total Dynamic Head SWIMOUTS WATER BOND DETAILS FOR PIPING SCHEMATIC TYPICAL SECTION THRU POOL (NO SCALE) (NO SCALE) NICHLESS LIGHT SYSTEM HYDRO–STATIC RELIEF DEVICE INSTALLED IN AREAS THAT EXCEED 1' WATER TABLE IN SHELL TRENCH DRAIN TO GRAVEL BED MAIN DRAIN POOL DETAIL (NO SCALE) OUTSIDE ANGLE OF REPOSE 6' AND FURTHER – 4" THICK WALLS W/#3 REBAR @12" O.C. EACH WAY 3' TO 6' – 6" THICK WALLS W/#3 REBAR @12" O.C. EACH WAY 0' TO 3' – 8" THICK WALLS W/#3 REBAR @12" O.C. EACH WAY 9 ft. 6 ft. J J J . d . � .. . d c0 CO r y r MISC. NOTES 1. ALL STEPS AND SWIMOUT BENCH EDGES WILL HAVE 2x6 CAPTILE BORDER OF OPPOSITE COLOR OF GEM FINISH FOR VISIBILITY 2. HANDHOLD TO BE INSTALLED ARE WHERE DECK RAISED +6" ABOVE POOL rol 3 ft. O6_ EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED: SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE PCS SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT * NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES * COMPACTION TEST OF THE BACKFILLED MATERIAL ARE PROVIDED PRIOR TO THE POURING OF THE PATIO N WATERLINE N X a o OO fV 4a � Q o a< a 2Ld A- N d Ld 4 a . a. 16" MIN(TYP) STEP DETAILS 1. TREAD IS MIN OF 10" WIDE. 2. BOTTOM & TOP RISERS MAY VARY IN HEIGHT 3. RISER NOT GREATER THAN 12" EXCEPT BOTTOM STEP WHERE DEPTH IS 4' OR GREATER 4. ALL STEPS TO BE SOLID GUNITE 3000 P.S.I. 5. SUN SHELF CAN BE DESIGNED AS 1ST STEP. 6. A BENCH CAN BE DESIGNED AS 2ND STEP. POOL LIGHT JUCTION BOX YARD BY Z_ co POOL PATIO EQUIPMENT WATER LEVEL Z – 12 VAC FROM UNDERWATER ;: ;: POWER SUPPLY LIGHT SIZE AS DETERMINED BY LICENSED ELECTRICIAN POOL FINISH 1" PVC SCHEDULE 40 PVC SLEEVE CONDUIT NO BONDING OR GROUND REQUIRED NICHLESS UNDERWATER LIGHT DETAIL (NO SCALE) CUSTOM MOLDED PRODUCTS INC. SINGLE CHANNEL DUAL OUTLET PER FRC4501.6.6 COMPLIANT WITH 2017 FLORIDA BUILDING CODE LISTED TO ASME/ANSI A112.19.8 CMP 25506-32X VGB COMPLIANT 32" CHANNEL DRAIN 32" CHANNEL DRAIN AND SUMP 5" POOL 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 (wall) when using 2" plumbing. VSFHP185DV2A Performance Curves 3450 RPM 3 = 3000 RPM 2750 RPM E _ 2400 RPM o= = 1730 RPM 16 = 600RPM ' 111111111 I� 11111-1111 IIIIIIIII I CIRCULATION PUMP I IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIIII_ IIIIIIIII _IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII isu ieu Flow Rate, Gallons Per M to (GPM) LOW 43 GPM � HIGH 92 GPM z TREADS TO BE N SLIP RESISTANT CROSS BRACE CONCRETE PATIO BOND TO ANCHOR �mmir 0 5 PAVER PATIO \: 1 x301 CONIC. FOOTINGBARS ■ #8 GROUND I� ■ STEPS BONDING DETAIL for LADDER and/or RAIL (NO SCALE) (NO SCALE) 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 m 0,10' 2.5" 88 gpm 0,05' 117 gpm 0,09' 3" 136 gpm 0.04' 181 gpm 0.07' 4" 234 gpm 0.03' 313 gpm 0.05' 6" 534 gpm 0.02' 1 712 gpm 0,03' Determine System Flow Rate: Minimum Flow Rate Required: 35 qpm per skimmer 1. Calculate Pool Volume: ___XXX --- ft— XX__x 7.48(gal/Ft) _---XXXXX__gal (Surface Area) (Average Depth) (Volume in gallons) 2. Determine Flow Rate: ___ 13,100 al 345 = 43 ----+--_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 @ 8 fps max. at_ - 1 _gpm Maximum System Flow Rate. Return Piping to be --2.5 inch to keep velocity @ 8 fps max. at— 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 H.P. 3 Total H.P.=H.P.x service factor.1 H.p. or more must be 2 speed or variable speed Filter Make PENTAIR C&C Size 150 Filter min. area based on 6hr. turnover flow rate pool gal. 1360 min. = Flow Rate Divide G.P.M. by Cartridge = .375 or Sand =15 or D.E. = 2 Time Controller make ON PUMP Model N A Controls must operate a minimum of two speeds. Thu hinher .Henri n,mrrirlo i. nnf fn nvnneri nne nnrmnl ounlo nr 9A hre urhinheuer ie Inco IOKVEl1\INO_K�li� COAST LIFE POOLS LLC GIBNEY RESIDENCE 771 SOLAZ AVE PORT ST LUCIE, FL M. RANDALL RODGERS, P.E. FL License No. 68212 1801 Hazelwood Drive Ft Pierce, FL 34982 (772)201-1634 ***ELECTRIC NOT INCLUDED*** PREPARED BY: SHEET: STEVE HORST 2 DRAFTING & DESIGN SERVICES 3 (772)201.7846 horst.steve@yahoo.com Total Dynamic Head Calculation Worksheet Company: COAST LIFE POOLS Job Name: GISENY-HIGH SPEED CttyFTown: land'P 7 Pro Series �rr�ou�e Job#;0 Date: 9l3M2A2A Address: State: FL Zip Code:O Instnrctionsr Data can only be added to the yellow cells. Steps #1 4 2 are for calculating Po of Volume In Gallons and for astabllshing a turnover rate In Gallons Per Mlnure (GPM). If the turnover rate Is aiready established, click on the GPM cell at the end of Step #2 and Input flaw rare, then proceed to Step 03. Pressing the RESET button will clear all inputed Information to start a now worksheet. Workshaet can be saved to a file or printed for future reference. Caution: Pressing the RESET button will cfear all System TDH Calculation Results yelinw cells to start anew worksheet. Total Friction Loss in Ft. of �� alculate Pool Volume: Water (TDH) 0 r o Total friction Loss in PSI 22.03 6 hour turnover rate is required to comply with APSP 15 and Title 24 Standards Versa Plumb Reduction Results alculate GPM & Turnover Rate in Hours: G� Less in Pt. I riction Lou in P151 Select Jandy 3 -Way Valve Straight rough L Straight Flow Size: 3-wayyalve Input Number of W Friction Loss in Pt. Pipe Si- 3 -way Va Ives of water Friction Lossin PSI TDH Reduction 8.0© 0 0-00 3&0 A I System TVH with Versa4z.$g 111 3 n9 E;; to CD a w •7b .7� ZN��MR Plumh Z A U W 6 fps suction velocity required by APSP 15 &Title 24 Standards 6 fps suction velocity required by APSP 15 &Title 24 Standards Calculate Total Length of Suction Pipe: (recommended velocity: 6 fps and below) a� Calculate Total Length of Suction Pipe: (recommended velocity: 6 fps and below)systarn < a s GPM S..ti- Pip. Si- Velocity (ft./sec.) .t System GPM Friction less In Ft. Total Length of Friction Luss In FrIctlain of water I ft. ripe Fit. of Water Lon In PSI .rl 4-f3 0.032 0.00 115" 14,44 0.446 0.00- 2.5" 2-92 0.094 0.00 2" 6.83 0,130 0.017 0.00 1.65 0.005 0.00 0.00' 2.5" 5.26 0,056 0.09 0.00 versa Plumb 5 ata. 0.0-01 0.00 3" 3.96 0,019 0.00 0.00 6°" 0-47 0.000 17.00 4" 1.30 0,005 0.00 0.00 TOTAL 0.00 6" 1-01 0,001 0.00 O.DO 8 fps return velocity required by APSP 15 & Title 24 Standards alculate Total Length of Return Pipe: {recommended velocity: B fps and below) U0 Jj Return Pipe:5. rce TOTAL 0.00 0.00 Lou in lanmU N F 8 fps return velocity required by APSP 15 & Title 24 Standards of water I fL Pii- Ft. of Water 0.109 10 1.09 PSI 0.47 ` + 92 alculate Total Length of Return Rettim P,.,,,, Velocity (Ift./isec.) Pipe: (recommended velocity: 8 fps and below) Friction kws in R. Total Length of Friction Loss in Friction Lou in 4113 0.032 000 0.01) 1.5" at Syst.. GPM 74.44 of water I ft. pip� Ft. of water 0,446 10 4.46 PSI 1.93 2.92 0.014 138 1.67 0.81 2" 8.83 0130 0.o0 OX 1-85 0.005 0.00 0.00 2.5" 5.26 0.056 138 7.67 3.32 1-09 0.001 C.00 0.00 3" 3-96 0.019 0.08 0.00 0.47 0000 0.00 0.00 4" 2-30 0.005 0.00 0.010 TOTAL 2,97 1,28 W O O 0 001 O.oO O.DO ZFM al 1.5" Elba- a Elbow TOTAL 12,13 5,25 ft. of wat� 3.49 1.51 alculate Total Number of Pipe Fittings. (Input Total of each Size fitting in Yellow Gells) Ft. of Water w 1N, 6 z�w PaIke N 5 2" 14.28 6.18 Friction Inas in 14,28 000 0.017 0.00 0.00 0-00 Ft. of Water 0.25 0.11 Friction lose in 0.00 0.00 OLD 0.25 0.00 0.00 Ft. of Water z3��w3 O 2" W 4 2.5" 1'04 0.45 Friction Loss in DCO 0.00 0100 1.04 0.00 0.00 Ft. of Water 1.57 0.68 Friction Loss' n 1.20 0,90 0.00 0.16 0.21 0.00 Ft. IWater W 2.5" 11 4 3 31- "Friction 9.40 277 Friction Loss in 4.85 0,00 0,00 0.67 D.$$ O 014 R. of water 0.00 O.DO FrictionLoss in 0.00 0,00 0.00 0.00 0.00 000 Ft. of Water 3" 4" 0.00 0.00 Friction Los... 0 00 0-00 0.00 0 on 0.00 0-30 Ft. of Water 0.00 C.010 Fnction cess., 0.00 C.00 O.O C.DO 0-00 0.00 Ft. of Water 4' 6" D,co 0.00 FrictionLosa.n aao a.ao 006 000 0.00 000 Ft. f W. ter o 6" 0 D Frlctian cars in0.00 0.00 G.00 C.00 O.DO 0.00 0.00 Ft. of Water DAD 0.00 Friction Lass in C.00 C.00 0,00 0.00 0.017 0.30 Ft, of water TOTAL 5.31 2.34 TOTAL 21.72 9..40 Ste Input Total Feet Friction Wain Friction Lass FI of Lift FL of Water PSI Select Jandy 3 -Way Valve 911" 90" Flow Size: Flaw Check Valve Trip ut Nu b.r OF Fri ction G� Less in Pt. I riction Lou in P151 Select Jandy 3 -Way Valve Straight rough L Straight Flow Size: 3-wayyalve Input Number of W Friction Loss in Pt. Pipe Si- 3 -way Va Ives of water Friction Lossin PSI 2-6" D -DO 4.04 3" 1 0-00 4.04 Select Jandy 3 -Way Valve 911" 90" Flow Size: Flaw Check Valve Trip ut Nu b.r OF Fri ction G� Less in Pt. I riction Lou in P151 1.5"' 0.00 0,40 2" 4,00 0.00 2-6" D -DO 4.04 3" 1 0-00 4.04 Total 3 -Way Valve Loss 4.66 2.02 Step 99 SdeM Filter Frietiaal L� in Fritban Loea in FL of Water PS[ Step # 11 Select Backwash Friction Lossin Friction Laws l Valve FL. of Water PSI Step 11113 Calect Caretaker In -floor Valve; Select Tn-floor Friction Lovain Friction Lose Valve FL of Water Step # 7 Calculate ExA Loss: Input Size ofInput Number of Inlividule on Lou in Friction Loss in PSI Return Eyeball Return Eyeballs Return GP. eF Water Select Jandy Check Valve 9D' Flow Size: 1:6" qo, O.oD Q Flow D.DO Straight Flo ize: 0.00 0.00 3 -way Value Input Numberof P. pe Size 3 -way Valves Friction Login Ft. of Water Friction Loan in PSI Reduction 3-60 111 Total Check Valve Loss 0.00 0.00 I System TCH WithPlumbVersa 10.79 111 Select Jandy Check Valve 9D' Flow Size: 1:6" qo, O.oD Q Flow D.DO 2" 0.00 0.00 2.5" 6.06 0.66 Reduction 3-60 111 Total Check Valve Loss 0.00 0.00 Step* 10 Select Heater FdtIIon Lass in Friction Loss in R. of Water PSI Select AouaPure Salt Gell; andC� ..,,-JFr© Series - -- by ZODIAC':'-;: Total Dynamic Head Calculation Worksheet Company: COAST LIFE POOLS Jab Name. GIBENY-L OW SPEED CitylTown: and �j ProSeries �yWDEAC;e Job #:0 bate: 9/3W202A Address: State: FL Zip Code:O Instructions: Data can only he added to the yellow toffs. Steps #19 2 are for calculating Pool Volume In Gallons and for ostablishing a turno ver rate In Gallons Per Minute (GPMJ, ff the turnover rate Is already established, click on the GPM cell at the end of Step #2 and Input flow rata, then proceed to Step 93. Pressing the RESET button will clear all inputed information to start a new worksheor. Worksheet can be saved Io a file or printed for future reference. Caution: Pressing they RESET button will clearaff System TDH Calculation Results yellow cells to start a new worksheet. r Total Friction Lass in Ft, of 14.39 alculate Pool Volume: Water (TDH) n • Total Friction Loss in PSI 6.23 6 hour turnover rate is required to comply with APSP 15 and Title 24 Standards Versa Plumb Reduction Results alculate GPM & Turnover Rate in Hours: �{ Select Jandy 3 -Way Valve T 180, Install Seh,ct Salt Cel I Friction Loss 90, Install in Friction Low AP1 400 16 0-1 1.50 r OAS andC� ..,,-JFr© Series - -- by ZODIAC':'-;: Total Dynamic Head Calculation Worksheet Company: COAST LIFE POOLS Jab Name. GIBENY-L OW SPEED CitylTown: and �j ProSeries �yWDEAC;e Job #:0 bate: 9/3W202A Address: State: FL Zip Code:O Instructions: Data can only he added to the yellow toffs. Steps #19 2 are for calculating Pool Volume In Gallons and for ostablishing a turno ver rate In Gallons Per Minute (GPMJ, ff the turnover rate Is already established, click on the GPM cell at the end of Step #2 and Input flow rata, then proceed to Step 93. Pressing the RESET button will clear all inputed information to start a new worksheor. Worksheet can be saved Io a file or printed for future reference. Caution: Pressing they RESET button will clearaff System TDH Calculation Results yellow cells to start a new worksheet. r Total Friction Lass in Ft, of 14.39 alculate Pool Volume: Water (TDH) n • Total Friction Loss in PSI 6.23 6 hour turnover rate is required to comply with APSP 15 and Title 24 Standards Versa Plumb Reduction Results alculate GPM & Turnover Rate in Hours: fig Select Jandy 3 -Way Valve 11tough Straight�IStraight Gallo" V W It� Friction Loss in R. Pipe Size 3 -way Valves of Water friction Lossin PSI TDH Reduction 3-60 111 c 360 A rsa {7 I System TCH WithPlumbVersa 10.79 111 3 n9 E;; to CD a w ZN��MR T R Z A U W 6 fps suction velocity required by APSP 15 &Title 24 Standards x Calculate Total Length of Suction Pipe: (recommended velocity: 6 fps and below) a� tr < a at System GPM 6.T5 of water I fL pip. Pt. of Water 0.108 0.00 PSI 0.00 N I z0 2^ 4-f3 0.032 0.00 0.00 pN ►►ii - 2.5" 2-92 0.094 0.00 0.00 vorsepWmbS stem 3^ 1.65 0.005 0.00 0.00' O aN 4" 1-08 0.0-01 0.00 0.00 a xO 1'� W 3 6°" 0-47 0.000 17.00 0.0c Pt1 TOTAL 0.00 0.00 /III\ 4 + 8 fps return velocity required by APSP 15 & Title 24 Standards alculate Total Length of Return Pipe: {recommended velocity: B fps and below) U0 Jj Return Pipe:5. rce valocitit Friction less in Ft. Total Length of Friction Lou in Friction Lou in lanmU N F 1.5" at Syt.. GPM 6-T5 of water I fL Pii- Ft. of Water 0.109 10 1.09 PSI 0.47 C,h O M o W//d 2" 4113 0.032 000 0.01) aw a U U 2.5" 2.92 0.014 138 1.67 0.81 � 3m T' 1-85 0.005 0.00 0.00 z az w 4- a� 4" 1-09 0.001 C.00 0.00 E- E- Ea 6" 0.47 0000 0.00 0.00 a Z an MZWE" E TOTAL 2,97 1,28 W O O alculate Total Numher of Pipe Fittings: (input Total of each Size Fitting in YeUow Gelisl Ez zU ZFM al 1.5" Elba- a Elbow flow] m M m W 00 ^I ft. of wat� 3.49 1.51 Friction Use in 3.49 0,00 0.00 0.00 0.00 000 Ft. of Water w o z�w PaIke N 5 2" om�zro PU1 0� rn 4 CO'J W 0.25 0.11 Friction lose in 0.00 0.00 OLD 0.25 0.00 0.00 Ft. of Water z3��w3 O W 2.5" 11 4 3 1.57 0.68 Friction Loss' n 1.20 0,90 0.00 0.16 0.21 0.00 Ft. IWater W 31- "Friction 0.00 O.DO FrictionLoss in 0.00 0,00 0.00 0.00 0.00 000 Ft. of Water 4" 0.00 C.010 Fnction cess., 0.00 C.00 O.O C.DO 0-00 0.00 Ft. of Water 6" 0 D Frlctian cars in0.00 0.00 G.00 C.00 O.DO 0.00 0.00 Ft. of Water TOTAL 5.31 2.34 Step # 6 Input Total Faill Itricloon Lou in Friction Lau in of Lift of Water PSI Select Jandy 3 -Way Valve 901 9w Flow Size: Flow Check Value Input Num bar of Fri ction 1.5" fig Select Jandy 3 -Way Valve 11tough Straight�IStraight Flow Size. 3 -way Valve Input Number oF V W It� Friction Loss in R. Pipe Size 3 -way Valves of Water friction Lossin PSI ®- 111 111 IIY 111 �� 111 111 Select Jandy 3 -Way Valve 901 9w Flow Size: Flow Check Value Input Num bar of Fri ction 1.5" - Loss 1. R. Fristion Lose in PSI OAp p.OD 2"' OAD DAD FrictimLoe;ift 0.00 0-110 OAD 3" 0-00 DAD Total 3 -Way Valve Loss 1.28 0.55 Step # 9 Select Filter Friction Lou in Friction Lass in � FL of Water PSI Step # 11 !!Aect Jandy Backwash Valve; Select Backwash Friction Loss i n Friction Lung in Valve Ft. of Water PSI Step # 13 Select In -Floor Friction Lose in Friction Low in Valve FL of Water PSI Step # 7 Input Size of Input Number of Individule Friction Lass in Friction Loss in PSI Return Eyeball Return Eyeballs Return GPM rt. of Water -Straight qc, �L1 Flow Size: FrictimLoe;ift 0.00 Friction Low in PSI 0,00 3 -way Valve Input Number of PI pe Slae 3 -way Valves Friction Loss Ft. of Water in Friction Lou in PSI ®- IIY 111 o6:11 E+M A �o �� IIF 111 Select Jandy Check Valve 90" Flow Size: qc, Flaw 1P Check Valve InputNurnberof 1.5" FrictimLoe;ift 0.00 Friction Low in PSI 0,00 2" 0100 OAO 2.5" 0.00 D.DO o6:11 E+M A �o Total Check Valve Loss U0 0.00 Step # 10 select Floater Friction Lou in Friction Lou in Pt. of Water PSI Jan Pro Series by ZODIAC"" Select Aqualaure Sall Cell; 160° Install 90• Install AP1400 180° 0.81 0,35 Jan Pro Series by ZODIAC"" a o � O a5 oo 1� �mwm�� U6 W2 o0 �m z 0 o6:11 E+M A �o Nw€< 3 n9 E;; to CD a w ZN��MR T R Z A U W x A oW a� N a3 < a Z r)w O Z� � U N I z0 �m7zFay 0 N123I.gQ�A zr�wr-1 cap,WU aso C �3�" 3 0 Z pN ►►ii E- :9 ZE O W O aN a xO 1'� W 3 CY a W Pt1 �s /III\ rE/] y U0 00 V U..W IQ oo� C 411 lanmU N F ml a om00 O z�U C,h O M o W//d t0 4 as aw a U U stow N ti E-o� � 3m A O N qHq� Wd '30 E5N z� z az w 4- a� �� _� oo Nw o� r,z E- E- Ea 2N M`-'aN ag a Z an MZWE" E W o zE-�� W O O ®^ Ez zU ZFM al �U Ci al E W m M m W 00 ^I a Ci o Oi..l Jo w CO o a �0 w o z�w PaIke N 5 �w om�zro PU1 0� rn "V CO'J W Lst z3��w3 O W U W z