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HomeMy WebLinkAboutPool Specificationsf� yq61 I 2.5"- Mt1IjNV )lV - All ---- M •�•"' - 2"- VAC L t tie—V —v 2"-- WmW F '1W 'W-'"^W� 2"-- W,4j-0J F*4L.,t_ ---- W-•--- ERA`---- . A f A ►/ j (Ix wl 2-41>� QX. m Q�p I fk v vv y �----. — 1. fV1- Pia --- f M --- .r- -- t.1 - f -);=r-r> L1,51 CALF =�- Cv>"JFM1+D I 1 W10506 f%.4,T i t 8efi.* VAPPA JMR1414A /-q #t POOL SPECif1CJ4.TIONS Max width 10� Max Length 3�¢ Min Depth Max. Depth Perimeter q,% Area 57ag7 Elevation /FLU -5,-r Dirt from Exc. Returns Stub Cleaner � ,iVac Other Plumbing (9) 19PWR7C4RF,44 Fitt Line NO .Overflow j�3f3 Tile +1 y �:t Step Tile �.1! Cantilever Y/F ;:5 Bullnose Raisebean(s) � q 1 +) off,'' - g + Light Transformer 3VV4A_>_ Jbox Tinter Automatic Controls -Z 07"E"tj� ? Patio Type C4 A�C4RZ ', Sq.Ft. 0YV Color Existing Sq. Ft. Footers YEZ5 w/steel #5 YU NO Termite Treat Interior finish Pump ' EA"'MIR H-P_ fJ � Chlorinator YES NO J" n4:r Bench YES Handrail �tj i Gallons 17,q C > Turnover Time Hrs..3 Mins.S' Cleaning Kit VEzL>XE— Heater NO Size Fai mbtlard Survey QES NO VAT1 4C> Final Survey YES P Compaction YES NO _3)4 i F L L �MMEN �� W&D ERS JOB 5iTE P t , -", L,r?C f"e 9L_ 3 .1 q Tl1\... t 5, R . JM FORM & STEEL INCORPORATED dba 3M CUSTOM POOLS INCORPORATED #772-4$E 082 ,►►1P11/ �1�i��QAI L uc.#CPC145 45c ,.� a?.• °c '-, ` � •. � ., ram, STAVE OF •��� i���� ' F�ORIDQ:•''t��� ��IItPPff111��� 31 M. Randall Rodgers, P.E- FL Lic. No. 68212 ONE16 Engineering & Consulting, LLC 1801 Hazelwood Drive Ft. Pierce, FL 34982 PH: (772) 201-1634 NO7€• WIDE GRATE 3 Y' PER Fr- MN SLOPE MR PONE PLUG FROM WW DIM & MU" WL RAIP OMIP R OR CAP TILE (2) #3 REBAR OR LNE WHEN EM MNG POOL WNX APAIJCAl y 1 s-xs' TILE (1) #5 REBAR —Pool construction complies with FBC 2020, ANSI-7, ANSI-15 4' slab GRATE SHALL --p � SECURED IN INTERIOR 2500 FIBER MIX _Water Velocity —Max 8ft f sec as per FBC 2020—R4501.6.3 THPLACE SO AT FINISH 4 ' TYP. WALL-3,000 PSI amrrE JM CUSTOM POOLS Pool Barrier to com l with Section R4501.17-7th edition FBC ARE R ow" comply g .. —Skimmers cam l with FBC 2020—R4501.21.2 FOR REMOVAL STEEL—TEX FORM � � OR KRAFr WALL -Soil bearing capacity ossumed 2,000psi @95% compaction 6' TYP. FLOC 3 TRENCH DRAIN D00 PSI @ t2R O.C-B.W. g" P V 1 458456 —Equipment Foundation 3 x7 cone. slab min 3.5 thick pour in GUNTTE THs - NOTE: FOR �P ;,. . place or approved Hurricane Rated precast equipment pads TREADEDGRE "'" s' "°° PLUG -`' , ° `' -- r (1)/3 COVE BAR @6' O.C. GRAVEL To PUMP TYP. WALL SECTION & WELL POINT FOOTER DETAIL CND SCALD (NO SCALD 18 TO 1 RID 1 OF WATERLNfE TILE FILTER WHEN PROVIDED PRESSURE GAUGES INSTALLED ON SHALL BE AT 20' MAX FILTER PUMP FOR FINAL INSPECTION CtLOfIIATOR BELOW THE HORIZONTAL INSTALL PM w/ t A wATERLIE LK Hr WATERLINE LINT STRn�rt wx 6'-0" vw P� �`V P LEVEL FLOOR — j ,' 1�3 STEEL. s 12' O/C E.W. W 6' THICK 18" ' 16 aWPEe T L To GRID FLtx)R SLOPES FLOOR RAPE MI%kSW� N VERTICAL INSTALL S OWLY KYMH Y HAM] 55.5 M Yacuwrn (inHg) X 1.13 Pressure (P5I) X 2.31 > Feet Of Head Feet Of Head THE POPE tIF Mao W FLOOR TROY PoolBond P$ mE-2008 T 1IE �,,,�, SW Install in EX= I I= M 7 in Plumbing T at least 3' Below �` 3 � (�'"- Vacuum Head + Pressure Head Water level in Return Piping.Install cal 9'-0" 21'-0" 5'-0" = Total Dynamic Head in sprinkler box for easy access 35'-0" SWIMOUTS WATER BOND DTAIIS FOR <No SCAT© PIPING SCHEMATIC TYPICAL SECTION THRU POOL NICHLESS LIGHT SYSTEM CND SCALE) CUSTOM MOLDED PRODUCTS INC. HYDRO —STATIC TiEtEF DEICE INSTALLED � . DUAL afttET CMP 25506-32X VGB AREAS THAT EXCEED t' PER FRC4501.6.s COMPLIANT 32' CHANNEL DRAIN WATER TATTLE IN StEll CO1eUA T WIFH 2020 FLORIDA 8119DNIG CODE TRENCH DRAIN LISTED TO A9EfANSI A11219-8 32' CHANNEL DRAIN AND SUMP 2, 5 ss 25506-32O—DOD :THREE 2' SOCKET x 2.5' SPIGOT PORTS To GNU ern *DEBRIS GUARD INCLUDED '38.79in? OPEN AREA *lAM1PO LISTED FLOW RATES L= 2.5" *WHITE PVC BODY MAIN DRAIN *COVER GOES OVER BODY TO GIVE FIIStED LOOK TO The ❑naxirrxum flow rating for this suction fitting with the center port plugged and outer ports open is 3W GPM (floor) and 212 GPM (wdt) when using 2.5- *Ming and 268 GPM (foam) POOL DETAIL and 192 GPM (wdl) when using 2- plumbing. The maxim urn flaw rating for ft sum C fitting with the outer ports plugged and the enter port open is 20D GPM (floor) and 168 GPM NI3 SCALE) (wall) when using 2.5- plumbing and 184 GPM (floor) and 176 GPM (wall) when wing 2' plumbing. Pipe Size 6 fps 8fps 1" 16 gpm 0.14' 21 gpm 0.23' 1.5' 37 gpm 0.08' 90 gprl 0.14' 2' 62 gpm 0.06' 82 0,10' 2.5' 88 gprn 0,05' 117 gprt 0.092 3' 136 gpm 0.04' 181 gpm 0,07' 4' 234 gprl 0.03' 313 gprt 0.05' 6' 534 gpn 0,02' 712 gpm OUTSIDE ANGLE OF REPOSE POOL LIGHT 6' W FORM — 4- THICK MLS w/13 REBAR *Ir O.C. EACH WAY JUCTION BOX S TO W - 6' THICK M1S W/13 REBAR 012' O.0 EACH WAY Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer 0' TO 3' - r THICK WALLS w/13 RETM 012' &C. EACH WAY YARD BY 1 • Calculate Pool Volume: XXX ft XXX x 7.48(gal/Ft) = XXXX got zPOOLPATIO EQUIPMENT (Surface Area) (Average Depth) (Volume in gallons) 9 ft WATER IEtE) ; ' -•�, h __:; 2. Determine now Rate: XXX gal / XXX = XXX + XXX = XXX s fL. `. r '� (Volume) (Turnover Minutes) {Pool Flow Ra#e) {Feature Flow Rate} (System Flow Rote) _ - t Determine Pipe Sizes: r • Trunk Pin to be 2.5 inch to keepvelocity@ 8 fps max. at 117 3 Return Piping to be 2.5 inch to keep velocity @ 8 f max, at 117 g Maximum System Flow Rate. 12 V/� FROM Pi 9 cep ty psi gpm Maximum System Flow Rate J UNDERWATER := POWER SUPPLY Main Drain Cover( SEE ABOVE } System flow Rote must not exceed approved cover flow rote. _j LIGHT SIZE AS DEIERMINED � 3: BY LICENSED ELECTRICIAN (Make and Model) See Engineering Page for Drain Configuration ifl oo ; POOL FINISH t" PVC SCHEDULE BONDING SLEEVE CONDUIT DrWN1ION INTO THE ANWXE OF REPOSE 5 A1LOW ELE PROMOM OR GROUND Pump Model PENTAIR INTELLIFLO VS-3050 H.F. 3 * SHORIG IS NSEALLED AT E WA1WLION AND SHORING SHOULD BE REQUIRED P� SUFFIaExr To sus FROM EIMON OR SE ILDUExr Total H P: H P.x swAm facto. lMake PENTAIJ* NO UNDER0W OCCIM OR DOM R .orm must Sizepeed a150 speed " ' * TEST ILLED MAMW ANY NICHLESS UNDERWATER LIGHT DETAIL PRIOR To THE PatIRNG OF THE PAW CND SCALE) Fier m area based on 6hr. Wow lbw ral a pod 9d- / 360 mMa = Raw Rate Divide &RM. by Carlidge = .375 or Sand =15 or D-E. = 2 Time ContrOHN rr *e ON PUMP Model - - - - - - Controls rn st operate a mtrenxxMn aftwo speeds. 1 1ALL STEPS ++ EDGES RETURN TO POOL " The override is not to a ceed am r rl or 24 wNchever is Tess - ^u- COLOR OF ON F FOR VM-1n OPPOSITE � THREE-WAY `���`�pLt_ /;i�� �,�� 2. wu�HOUD TO BE NSTAIIED ARE WHERE WATER TO SHEER VALVE .` P.•-=,....., G • DECK RAM +6' APOOL 4r t r- E BOVE 'V S� • �,Ar�i DESCENT _.� \,r XZA*iLLR 2 •.* = s 'k T�E1 _ WATETa.IE N N 7 irl0l trod Drrre o p� STEP DETAILS ° 11-22-2021'` �T*� •� U) O N 4• 1. TREAD IS MN OF 10' NDE FILFLi?. DESIGNED FOR: / T ............_ I', ...... m o r` 2. MOM k TOP RISERS MAY VARY N HEIGHT % •- �`� �` F o 3. RISER HOT t1EATETz THLMI 12` ExfEPr rWOTTaI JNI CUSTOMl SEP WHERE DEPTH IS 4' OR GREATER DM I (, ! i tt� k L7�T ��Tii POOLS *# 1� 0 � - e , 4. ALL STEPS TO BE SOLO C#IiRE 300D P.S L > 11�t.�1; l i1 R�111INCE RE TW NOT t1DED W . - . d SUCTION FROM POOL - 18f02 MACH ONE DR STEPS PREPARED BY: PORT ST LUCIE, FL STEVE HORST <Na SCAMTYPICAL SHEER DESCENT DETAIL DRAFRNG `N°' DESIGN SERVICES T D D CALCULATOR JM-HELSETH-HIGH STEP 1 STEP 2 - ._L SEI K_EO'JIPdEN? STEP 3 OF 3 TDH CALCULA'ION o r3l e c ra.. Post Votmtw (gellona. 11711,1110.00 gations Suction Litt: 1.50 ft Turn Over thourst: iW tours FittrationFlowRate: 49.72 GPM MaximtonFlow Rate 103.74 GPM ed C o no o r,•nt, - MAXIMUM PIPE VELOCITY IFT/SEM SUCTION OUTLET 8 Y^ v„_ ones. DISCHARGE B MAINDRAIN AITM TOTAL PIPING LENGTHSItTI INLET 74.00 DISCHARGE 88.00 1/2 INCi+ F r: _,,U , N N 4 pl 90 DEGREE ELBOW INLET 6 DISCHARGE 1 �^- IN1ELLICNLOR IC-40 'r 1 TEETHROUGH INLET O DISCHARGE 3 ' ,L5 36Ar'7A.i.yE 4 65 DEGREE ELBOW INLET 2 MW DISCHARGE 6 CLEAN ANO CLEAR BITELLIFLO ""ABLE SPEED, Ys.sYRS, Yr. OR VSF 1 IamRow 103.74 GA1JMiN M=Floor Raft atM INIPM 103.74 GAL/MiN Hem Loss 71.87 FT Head Loss at Max Flow Rate of Max 71.87 FT RPM: Inlet Piping: 2.50 Discharge Piping: L50 Flow Rate at Selected Pump RPM: 103.74 Pimp RPM: 3450 Head Lass at Selected Pump RPM: 71.V SYSTEM HEAD PRESSURE CURVE BY PUMP SELECTION I . p The Association SpaPof r►J Poo/ &Spa Professionals JM-HELSETH-I.t)W ANSUAPSPACC 15a ENERGY EFFMENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME: AND ADDRESS HELSETH COWRACTOR NAME AND ADDRESS: JM CUSTOM Pt )OLS CI NER: CONTRACTOR PHONE: 0A--: 11.22 21 ,srmaeaon sneer was ptepareu W Ine McJr ne5laemnal swramnmg Fair, ano spa tne•gy tricamcy stanaara Writing Com nitlle f, ntewonais (APSP). It is not part tithe American National Standard ANSI/APSP/ICC-15a 201! but included for information only. vriti the ANSI/APSP/1CC-15a 2011 standard which can be purchased at www.apsp_org 1. §5.2.1: Calculated pool volume mine Association of Paul and Contractors should acquire and comply Spa a. Gallons: 17.900 ; or I. 17.900 gallons _ b. Calculated Gollons: ---(surface area) X (average depth) X 7.48 (gailJOA3) = 2. §5.2.1: Calculated filtration flow rate ? 50 gPm (Pool volume. 360 or 36gpm whichever is larger) 3. §5.5.1: Pipe sizing: a. Minimum suction pipe diameter 3a. 2 inches (Enter the smoilest pipe size from Table 1 with a 6 fps flaw copacity the some or more than item 2..) b. Minimum suction branch pipe diameter 3b. NIA inches (calculate : diem 2. __.-,_,gpm)-Branch Pipes_(4twntity)=brunch flow rate (gpm). Enter the smallest pipe size from Table 1 with a 6 fps fbwcapocity the same or more than the calculated suction brunch 11aw rare.) c. Minimum return pipe diameter 3c. 1 5 inches (Toter rise sm.uitest p!pe we from Table 1 with a 8 fps fiow capacity the some or more than item 2.) d. Minimum return branch pipe diameter 3d. NIA inches (Ca1culates:;tem2._(gpm). Branch Pipes tquontity)=branch flaw rate (gpm). Enter the smadkY pipe sine f rom Table 1 with a 8 fps flow capacity the same or more than the calculated return b, anch flow rate.) 4. §5.4.1: Filter type and size: a. Filter type: (Cartridge, DE, Salad) 4a. CART 411- 133 s4. ft. b. Minimum filter area _ (Calculate: item 2 (gpm) s jilter )actor _ (gpm1ftA.2]) Fi/ter factors: Cartradgr--O.375, Sand-15, aiatomaceous Earth=2 S. §5.4.2: Backwash valve: X No? N/A _Yes, /4Nhen using a backwash valve, enter result of item .3c or 2 inches whichever is larger) 5 inches - Table t Pipe Size: 1.S' r' 2.5' 3" 3S i" 5" 6" Nominal GPM 6 fps 39 63 9C 738 ?65 238 1 374 1 Sett Nominal -mpg" 51 Se 114 1 1R4 24' 317 455 72ri 6. Single -speed pump selection (when used): 45.1..1, 5.3.1-. For single speed pumps w th a tctal horsepower 0.99 or iesc, find and enter a cam, pliant pump from the Pool Pump Database. a. Pump model b. Total horsepower 7. Multi -speed pump selection (when used): §5.3.2 1. Pools 17,000 gallons or test select pump' from the database with a Curve -A qpm flaw equal to item 2 ar kss. §5.3.21: Pooh 17,001 gallons or more, select pomp'/ram the database with o Curue-C qpm flow equal to item 2 ar less. *r4kd6-speed pumps must have one speed lited that satisfies this requirement. a. Pump model b. Pump flow f§5.3.2.L 5.3. 2: Applicable CwwA orC gpm flow listed in database) Ga. N/A rb. N/A or PENTAIR INTELLIFLO VS )a. 7b. 70 glom 31117/15 ANSI/APSP/ICC- 15 Standard Writing Committee Form 1 of 2 ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS Cnmponem Semon Requirements Check 4.4.1A Heater has no pilot light 4.4.1.2 Readily accessible on -off switch mounted outside of the he NIA Heaters No electric resistance heating un r mground spa with tight fitting cover with R-6 insulation, 4.3.1.3 or for pool with ocumented pool heating from on -site solar or ref uvered energy. 4. Heater efficiency: gas/oil fired heater efficiency at least 78%, heat pump t OP at least 4.0 5.1.1 Pool filter pump listed in database X 5.3.1 Pool filter pump with total horsepower 1.0 or more is multi -speed X Multi -speed pump controller programmed to default to the filtration flow rate when no auxiliary 5.33 pool loads are operating within 24 hours and programmed With temporary override capability for X servicing. Pool systems 5.3.4 Single -speed pump controller capable of operating pump during off-peak electric demand. NIA 5.5.2 Pipe before pump has at least 4 diameters of straight pipe. X System installed with solar, or setup for the future addition of solar heating equipment by 5.5.3 installing 18 inches of harizontal or vertical pipe after the filter and before a heater, or built-in or X built-up connections. or dedicated pipe to and from the pool. 5-6 Directional inlets for mixing pool water. X ANSIjAPSPACC- 15 Standard Wasting Committee Form 2.(2 REVIEWED u"" R DESIGNED FOR: w 3 Z 2 U®Wiv�Z 86 pZ �f Z Qa co- A eW�iG 09 a�� 03U i o3 t�-aNpwa �i o V�o 3a�a NQo �� m A 014 E+ Gi�fl�iQ � a O 0� ♦lf v m ¢ r cQ z Z E+ Q U as ,W M04 x Z Az W WFA OOT PA W a tq cn Iz r� NciU \2 wr_ A-- a �rZ ot2 0Hr1 77 .U�.04 in 04 N6g, 92 �v ad o0 R �6_ � !k ^ VI a.� m 3J � � co p E U 4 cat A0 .95 mCQU do '� U t9 O U �•j LO z ;WU � O j� H 0`rsi Jim O W� U IT 0 is crostn.� Air R .�. ce zAza 04 z a W.tj rq OZ 0. 04 z 0 O �z Wd AWE+ WO < zpz O r.r C9W �0ce E. 4 Z 03 14 E.z E. cp 9A.0 xU aD � ce OO m W o E NOOK wo tQp 04, m m W Z tip igA our �i U 8z wp v o W 04 W 3 � r ! L12 W ti W z 112' SHEET METAL SCREW 1%' x 3(6 TAP CUN HEATER Z' GALVANIZED ANGLE BRACKET OR PUMP/FILTER FRAME tTYP) 3 Y2' min, THICK CONCRETE SLAB HEATER FILTER - POOL EQUIPMENT ANCHOR DETAIL JM CUSTOM POOLS HELSETH RESIDENCE 18602 MACH ONE DR PORT ST LUCIE, FL 4..'* Alf PNQ PL L Rpac 4,��i •E• F •: QN , N1. dLL 1i0W f 2 ]I. Liaenw "o. n 3801111=lwood Drive FWkrce, FL 3498.1 ' 1 1-22-2021 :' 11201 ,hT ***ELECTRIC NOT INCLUiirD*** PREPARED BY: SHEET: STEVE HORST 3 DRAFTING I& DESIGN SERVICES (772)201-7846 hors1_*veC&yahoocrom .A