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HomeMy WebLinkAboutPOOL PLANSFILE COPY N8 REBAR 12" OC E/W TILE CAP T - - 40 k y 4 0 STEPS VI °' OVERPOUR %(6 ='TOP OF wall, "TOP OF SIU"MER CONCEALEDARE E ESPiNSIB OR OF THE T E� CONtRACTOR OR RECORD vz� 0 -2" YZT D Z&:t;.. / J' A 4 - w p (i1Q 1Ll` d I Ark Ib'ri1 /LA4 ST. LUCRE COUNTY BUILDING REVIEWED FOR COMPLIANCE PLANS AND PERMIT MUST BE KEP SITE OR NO INSPECTIONS) WILL 0 a 0 V W J iz ►n L"N le + E0UIPMVNT LIST r JUNX Bye .,....,_.,. SPItta m A�s�tls#Z�94t�i olm 9-k LI,� 1500 �tyk) - u ¢ i a C> C-,3k6Rim 1 tt.. L- 1.5 14 PI V% 11.5 — L - S V J> _.,.—�.,......,..w�l'fr--A'BR L`4411 1"'tiLz, ooc+ B-rc141G*c Vuo.+P '91 Isck,-(m E.- U."D CONOMM FASTENERS OR ATTAOHMENTS l 6"8lBILEIYOFTNE ®MMREUCTOR OR RECORD FIRANDPAIL k; r, Y"L I lv ra 'k L, 1:•++ CA .— STEP LADM FRB. '%Z LFDECK-0BRAIN P— LF DRAIN FIELD -lla Q frCAP r-A&UL JE £ �I� A(' APPROXIMATE VOLUME IN FILE COPY CONCEALFC u^„iI4ENTS ARE Ij.;; CF THE COM RA'. rOR OR RECORD APPROXIMATE TURNOVER RATE HOURS MIN APPROVED BY ENGINEERED PLANS ON FILE W/CPfY/COUNTY-STATE "CERTIFIED POOL CONTRACTOR NO SCANNED qV hp� O�U`1 St. Lucie County � ECEIVEp I FEB 2 i 6 �J19 1 ST. Lucie tY, Permitting l - - - - IEti-4'/00 6li17�0 i�i-67�0 TlWNE Nos dos NO j MIA SWIMMING POOL FOR PLAN W 1t` E "IV 4 z a� KQ6 LwoaD FB I OF Z. I KT, }" I f-rr E . rl— —Pool construction complies with FBC 2017. ANSI-7, AN(ZI-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 Comma 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 TY POC STEEL WHEN PROVIDED SHALL BE AT 20" MAX BELOW THE WATERLINE AND VISUALLY SET APART FROM POOL SWIMOUTS (SALLEY) SOLID GUNITE iG PRESSURE GAUGES INSTALLED ON FILTER PUMP FOR FINAL INSPECTION Vacuum (In Hg) X 1.13 Feet Of Head Pressure (PSI) X 2.31 Feet Of Head Vacuum Head + Pressure Head = Total Dynamic Head ll •TAII3/1A Iillti_i9 13/ 1 :T 1 ��1LWiiI11 �'111. POOL DETAIL (NO SCALE) OUTSIDE ANGLE OF REPOSE 6' AND FURTHER - 4' THICK WALLS W/13 REBAR 012' O.C. EACH WAY 3' TO 6' - 6" THICK WALLS w/13 REBAR 012' O.C. EACH WAY 0' TO 3' - 8' THICK WALLS W/13 REBAR 012" O.C. EACH WAY NOT 1. ALL STEPS AND SWIMOUT BENCH EDGES WILL HAVE 2x6 CAPRLE BORDER OF OPPOSITE COLOR OF GEM FINISH FOR VISIBILITY 2. HANDHOLD TO BE INSTALLED ARE WHERE DECK RAISED +6' ABOVE POOL o� v EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE FRONDED: 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 ' COMPACTION TEST OF THE BACKFILIED MATERIAL ARE PROVIDED PRIOR TO THE POURING OF THE PATIO 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. 801E REMOVE GRATE & Y." PER Fr— MIN— SLOPE WELL POINT PLUG FROM MAIN DRAIN & ATDCH AUXPUMP GVERP" OR ON ILE UNE WHEN EMPTYli POOL WHERE t 6"x6" TILE GRATE SHALL 4" SLAB BE SECURED IN INTERIOR 2500 FIBER MIX PLACE SO FINISH — 4h" TYP, WALL-3,000 PSI GUNNE THAT TOOLS ARE REQUIRED FOR REMOVAL STEEL—TEX FORM (2) #3 REBAR OR (1) #5 REBAR OR KRAFT WALL I / TRENCH DRAIN FLOOR #3 0 12' O.C.B.W. p )r NOTE: FOR DEPTHS U *„ GREATER THAN 6' ADD TREADED:' PLUG a= (1)#3 COVE BAR •s" O.C. GRAVEL BE TO PUMP — TYP. WALL SECTION & WELL POINT FOOTER DETAIL RP0066790 (NO SCALE) (NO SCALE) WATER LEVEL POOL PATIO 12 VAC FROM POWER SUPPLY SIZE AS DETERMINED BY LICENSED ELECTRICIAN Pill- I' LIGHT CONDUIT UNDERWATER LIGHT NICHE LIGHT APPROVED NICHE ENCASED '�" '::'� •:• GROUND CLAMP IN GUNITE CONTINUOUS BOND WIRE POOL FINISH COMMON TO POOL STEEL, RAILS dT EQUIPMENT UNDERWATER LIGHT DETAIL (NO SCALE) HEATER CHLORINATOR —1 FILTER HEATER Br -PASS C1,0 PIPING SCHEMATIC PUMP W/ HAIR & LINT STRAINER CUSTOM MOLDED PRODUCTS INC. SINGLE CHANNEL DUAL 0uT ET CMP 25506-32X VGB PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN COMPLIANT WITH 2017 FLORIDA BUILDING CODE I1SIF➢ TO AWE/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 Now 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. Jandy FloPro Series Pumps 1%8XAated (FHPM) ■■■■■■■■■■■■■■■■■■■■■■■■■ i�\��1\�\�■\1■■■■■■■■■■■■ S5 ie 6 TREADS TO BE SLIP RESISTANT m rc m im �m Z rxs .m Aso �m �m rm re mo xw wo aao mp i!o ,p,M Flaw era' nVAwnm DECK 1 ROW OF WATERLINE RLE .'j'—O" WATERLINE - WAX [ 7 13 STEEL 0 12" O/C E.W. I[aPR�YS.l9�. le lA :4 Id rAP a, oa ♦n •; 6' THICK TYPICAL SECTION THRU POOL (NO SCALE) Pipe Size 6 fps 8fps 1' 16 gpm 0,14' 21 gpm 0,23, 1,5' 37 gpm 0,08' 50 0,14' 2' 62 gpm 0,06' 82 gpm 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 M5' 6' 534 gpm 0,02' 712 gpm Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer 1. Calculate Pool Volume:—===_—ft__—x 7.48(gal/Ft) = __= --- go[ (Surface Area) (Average Depth) (Volume in gallons) 2. Determine Flow Rate: 8,600 gal / —_ 240 - 35—_+_XXX _=___XXX (Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate) Determine Pipe Sizes: Trunk Piping to be--z —inch to keep velocity ® 8 fps max. at_ 82 —gpm Maximum System Flow Rate. Return Piping to be-2—inch to keep velocity 08 fps max. ate—_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 JANDY FLOWPRO 2 SIP H.P. 1.5 Total H.P: H.P,x service factor. 1H.p. or more must be 2 speed or variable speed Miller Make DANDY CS size 100 Filter min. area based on 6hr. tumover low rate pod gal.13M min. = Flow Rate Divide G.P.M. by Carsidge -.375 %Sand =15 csD.E. = 2 Time Controller make INTERMATIC Model T40004RT3 Consols must opems a minimum oftwo speeds. Thu hinhar enrol n a k mtfn Ar Ana normal nvrra nr OA hm vANMh k kee 2 CONCRETE PATIO COPY a BOND TO ANCHOR FILE BRACE PAVER PATIO 12'W x 12"D x30"L CONC. FOOTING WITH (4)#3 BARS #8 GROUND WIRE DESIGNED FOR: LOUDEN POOLS ORR RESIDENCE 9628 KNOLLWOOD LANE FT PIERCE, FL ENGINEER; GREGORY ARIAS PROFESSIONAL ENGINEER PE-7 1 12115 561h Place N West Palm Beach, FL 11 (305)879-0 -Za 9 ***ELECTRIC NOT INCLUDED*** PREPAREDBY: SHHGI': STEVE HORST 2 / DRAFTING & r,� DESIGN SERVICES /jam' 3 (772)201-7846 horststeve@yahoo.com STEPS (NOS ) BONDING DETAIL for LADDER and/or RAIL (NO SCALE) Total Dynamic Head TT Calculation Worksheet �C anProxieries wzcSn�. Company. OUDEN rob e,0 Date. 12/2etL01e Job Name. RR•HIOH SPEED Address. a626 KNOLLWOOD LANE Chyflowri PIERCE Stan, FL Zip Code. Mstmetl«w:Wfa can oMybe added to the ysHow ea/ls. Stepa W a 2 are for edcat hang Pool "main taallorwendforeafaDeshlng a fumovR ne, In Gaaons Per Se" ISPAO: flrka tYlnevNrah b tlraaclyesMNlaheq eackov dta GPM Callan dw ando/Wisp a2andtnput flow rah, then proceed b Stop 61 Pie nsina the RESET 6ulton wifldwrafl Mpdted /hlormetbn h state new woFeslred. Werkars et can be aewdm a meorpnmad for futurs nhwnca. 4 Caurfon: Pressing the RESET button wlll eiava0 System TDH Calculation Result ymguw I,Wis re starts new wor8shaer. •. � Total Friction Loss in FL of 48.64 III - Water (TOHI 0 Total Friction Laaa in PSI 21.06 0 6 hour turnover rate is required W comply vdih l r APSP 16 and Title 24 Standards Versa Plumb Reduction Results TDH Reduction 7.00 6 80 1 1 rk-br sya an TbH odor b 41.64 8 to. action eatecift re uired by APSP 15 a Tale 24 Standards 1.6" 12.56 0.345 OM 610 r 7.60 DADD 0.00 0.00 .... 2.6" 5.44 0.043 0.00 boo _ � .. e r 1N 001s O.DO obo 4^ 200 0.004 0.00 6.00 6^ boa 0.001 O.DO 0.00 i9t7AL' ` 0.00 0.00 80 dfintishurn Mocity required IrAPSP 15 A Tnle 245tandards 0 1.51 1266 0.345 10 3.45 1.49 r 7.60 0.100 lie 11.51 5-11 2.6^ 844 0.043 0.00 0.00 r 3.44 0.015 0.00 0100 4^ zoo DAN o.00 0.00 r &AS 0.Doi 0-Do D.DO ." .. 16.26 8.80 � 027�:'n 056.rt4&r' attheew Matthew tsdwear 527 0.00 000 0.00 0.00 6.D0 2' 6 3 2 6.86 2.97 rdmentdha R d Weal 5.40 0.00 0.00 0.60 0.86 0.00 2.r 0.00 0.00 Ft d wsw D.00 0.00 0.00 0.00 0.00 0 DO 3• 0.00 0.00 rddwllwwla Rd sv 0.0 0 0.00 0.00 0.00 0.00 0.00 4• 0.00 0.00 Friction I'°°in h dWSW D.00 0.00 0.00 0.00 am ON e 000 0.00 rddweta.w Rdwahr D.00 0.00 O.OD 000 0.00 GOO a 6.66 Mile 2 2.00 0.8727 1.62 0.ORE70 w[gll�... sight ArQ' rII--I{S,i��"./%r/]Jr--II1.5' e4trNaM P/ .� tilt PW,h 0.00 8.00 1.6' 0.00 0.00 r 2 2.64 1.10 r 0.00 0.00 2A" O.Do n.W 2.5" 0.00 0.00 S. 0.00 1 0.00 3' 0.00 0.00 so• ar MnislaMytlkedrvel" an. ri FwW 4,d1 9 I ^i'Cr . L1 :� L 0.00 0.00 1.6, 1 0.00 r 0.00 0.00 2• OD0 0.00 0.00 (Soo 2.5^ 110 0.00 3"I rod-OAO ,t+ ; .64 1.10 r 2 Tow t:neOkVWw LapfA 0.00 0.00 L. �h I I�•'F7 �i4 �.'-,�"" " '" I HIir7 oaan�Wf .. ` CS160 320 1.39 AE1500 6.l0 3.66 . .. vstlla: ." ._. t► ;Ga6r- `-. au �de �a va faa°awtall aPhwll None 0.00 Norio 0.D0 land Pro Series Nano 0.00 byZODIAC. Total Dynamic Head Calculation Worksheet Comparry. OUDEN Job Name. ORR10 W SPEED Ciry?own. PIERCE _ ndye i .> Pro Series ee' robe Data: 12r2anoTe Address. a62a KNOLL WOOD LANE 4�l Soto. FL ZIP Code.LI 4 Caution: Pressing the RESET nation will clear all yenew cells IP'Pai It new w.IAP"` ef.. ep 0 0 6 hour Purveyor rate is required to comply With APSP 15 and Title 24 Shnda ids System TDH Calculation Results Total Friction Lee$ in Ft. or i2.5% Water (TON) Te al Frotbn Lose M Pal 5.44 Versa Plumb Reduction Results G11 R t (M1,$) to tme( n.) GPM i Step 4 3 �sPzr ,. '. s van, GPM a"'r'•Y't'1'x!"�T suet PPe Sl:e vea lv(n e) >[Sy tun GPN Y'°C'"'M.,."�$i;..... rtc 1 F[. uYwaMr k ruGl[evin t Px YrfW F,t nF Water iitlu[a.a In PSI I II Step94 `M...: �vePL,.++�.+`, �.�>rW,:'`'wf, '. Het c>�ie6�ti•"'�.�S.1.am:+' 4elo rvfn I Jrc4 Ft. lot [ en.11I;,_t F.Imnn Inez In nvPas at SVxN� GPM o air ft. P v r�. W Were PSf Step d 5 I - rd 90 Long H d SO' lee I 9ht - f .wn Loss n - [[ 45xv I llmw E11 �IaW d{ LIP— III -II L ul 4 fl 1 ran i ai Watu Pr«e LLuss hI PSI FEI ilY FSF III ILI t.Y Step h 6 1p IULI ieeL i �Lossn F� nlmsln- orLh { YWaMt P9 ©mom C;> W,:Rii�e fA Ir V-,Ivi' In t N . he. d Pam_ L r. a Fncf La F[, n LmS In P\I Step # 9 Leiner F rt I In Frinbetoss rn F (WaLL P5] Step 4 13 tier. tlrrflav i"rt Leas In Frrc6an tuu rn V Ive P5, Step # 7 Psl Hetan EVrb II HCNm ynbalL RntumGPM FtnIW [r 'WWT M2,G+¢gG9fl^yH[ ,>��11, ]w l 1 tat l F' onL I Ir I-, RpcS x lwvV « fl. al W L nP51 C'FeeF Wlre Ins�LNu n4er of Fc<on Lossn PSl W pe Srs Lbed Vn vet 4C ai Writer FCI nn Loszm I It 1 it S tryep�# 10 ..eu'Yl'iMJT�M II L —I PT sal e N Ler PL i,falon ms m (I, . dWal:r P51 WTWTMMMUMM® -land - j Pro�eries iry ZODIAC. FILE COPY