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430 Sherry Dr POOL19-0030 pool permitLOT 347 cwuta 1 /2" IDT 357 (RON PIPE .-- ,oN4 (QENTIFICATION S j FOUND 5 REBAR C. XN61'01010"E 10ao 0 z V - 0)-,K �—,X-�rL"1 f�Yt r �SIAM -1,0T 34`9 Ft1C�NO ?,z�° tRON PIPE V`T NO IDENTIFICATION -' S,5 IMPERVIOUS CALCULATIONS LOT AREA 5,0'J0f SQUAJ?L fxpT i OES'CR1PT10r: S SQ.')A.RE FEET BUILDING AREA 685LE PORCH/LANA! 1894 FL4TWORK .^.. 9124 AIC PA0(Si 3 164 TOTAL DENSITY = 136.0$ (1141 NEW Impervious Calculations OQrO3 �� s �POOL �n 'ISL STORY. � m I ;CARPORT_ V)�, m i $T To 2ND to _ &r% i.2STORY i L 358 walkways, and AC pads -all counted at 100% FOUND f" �° Q 0 • L� N IDEM IFICATION 3 I I O...ti wow f� -1,0T 34`9 Ft1C�NO ?,z�° tRON PIPE V`T NO IDENTIFICATION -' S,5 IMPERVIOUS CALCULATIONS LOT AREA 5,0'J0f SQUAJ?L fxpT i OES'CR1PT10r: S SQ.')A.RE FEET BUILDING AREA 685LE PORCH/LANA! 1894 FL4TWORK .^.. 9124 AIC PA0(Si 3 164 TOTAL DENSITY = 136.0$ (1141 2 4' _T2 F s47 Impervious Calculations ND N. 3RD— RD Ct STORY ti STORY �n 'ISL STORY. � m I ;CARPORT_ V)�, m i $T To 2ND New impervious 40.56% _ &r% i.2STORY a, _r_ m 4- o walkways, and AC pads -all counted at 100% FOUND f" �° Q IRON PIPE NO O 0 IDEM IFICATION 3 0.49 Ear I 7.43 SOUTH z Jr�re:Hwax /?: SEi PK iw�1 er 0{5x �+/ SOOWAS't FACL 4l.F P C- (13001 NAM 44 2 4' _T2 F s47 Impervious Calculations ND N. 3RD— RD Ct STORY ti STORY u ..a` x!^118' m 'ISL STORY. � m I ;CARPORT_ V)�, m i $T To 2ND New impervious 40.56% _ &r% i.2STORY a, _r_ m 4- o walkways, and AC pads -all counted at 100% Impervious. LOT 359 100.00' 67) FOUP'£1 1,« PON PIPE NU IDEND) 1.01' WES) 0.49' SOU \fvulm 1/2" VON N?U1V PIM I L8. �4Fa03 i,(7.5 t) Vl (3) r O � Ar BC�KrucARK j1z ao let PK 961 � D*K oink 9V KEr rAar W.P.P. a (4 s1 ww W OFFICE COP N Impervious Calculations Existing Lot: 5,000 SF U Existing structures 1,802 SF Proposed work 185 SF � m Existing impervious 36.04% V)�, m Proposed impervious 4.52% o New impervious 40.56% _ -Existing structures include house, driveway, a, _r_ m 4- o walkways, and AC pads -all counted at 100% Impervious. �° Q -Proposed work includes pool structure only and is O 0 counted at 100% Impervious. 3 -No additional areas are included in the work. v z b r U O N Z m C-' y N N p r = N C) �t d c Cl) O Q7 O J N y LL X Ln y 7 U ~ CL t Q ___I O X O J J CL LL SCALE: 1" = 20' DRAWN BY: NWE DESIGNED BY: HO CHECKED BY: BH i -� Oft. 6 ft. 10 ft. 20 ft. This drawing is not an official survey and is in tilized for new pool location. This drawing is based on the official survey provided by Date: Durden Surveying and Mapping, Inc. June 2019 Sheet No: C-1.1 Deck material (TBD) g" Pool Bearn Thickness Pavers shown U Typical Pclol Coping (2) # 3 co nt. Compacted ` - ` bond beam Paver Base # 3 Rebar @ 12" oc ::::�:>—each way continuous in ,f p06'1 shell Compacted Fill U) =6" LD Min. Pool Wall > Concrete Thickness Pool She 0 ft. 0 ft. 7.2 in. 1 ft. 2 ft. POOL WALUFLOOR SECTION 3/4" = 1' Min. Pool Floor Thickness POOL BEAM DESIGNED AT 8" ALL BENCHES TO BE AT 18" DEEP 14'-4" ,Ip -------------jl I, Y 4'_0" DEEP I' Y 3' Squaring Dimension I' IQ iv T_0" DEEP N Y IJ N r t� f N 3,_0„ 4'-0" 10'-4" OFFICE COP 0 r----------------------------------------- -------------------- I I I I I I 1 5'-4" 5. 0.. 1 I I I I I I I 1 I I I I I I I I I I RESIDENCE I I I I I I I 0 ft. 3 ft. 5 ft. 10 ft. I 1 I I I oni E N O � r U tV � dU) O r -m N0 O J 7 N y LL K Lo U MI Q z J of 0 O z:) O LL SCALE: 1/4" = 1' DRAWN BY: N W E DESIGNED BY: HO CHECKED BY: BH June 2019 Sheet No: C-1.3 c rn o c � O � a U- v a C O M h M O m N UC M V• O r h M O (7) N (o O) N to W V' h M CD M O 0 N r O CV N m V' W co M to W O N 1` m t W W M M r- O N M h m N O 4 O W r N N N N M co M co V' V' V' to to to to O O Cfl Lo h h h co (o co co m m m tD r V' h M (DO) M C1 N tc) W r U� CO r. h M M O) r W O NN nM v W W M W W O N tlj n m Nw v W W M to W O N Uc r m ONj CD W N N N N M M M M V' V' V' V' to m LO co CD (o h h h h O W M M W O O O d, c0 r 'd; CR r It h N V' CD m N Co O N OO r V; 1� M CDM CD (A" U) cq r h V• h r 0 c00 N N Cn h m M CO oo M In W O N L() h O � CO � M W M O N LC) h m ONj '7 co r N N N N M co V' Lo to (o to (n O h h h h co c0 M C'0 N CD M N CO 0 N (o W r V, h N M r N Co 00 r ct W r V' h M CD m N N to tb rco V' r r N N N N N M M M M 7 V � j O CD `rC' Vv' (U(') t tOo CND (OD h N n W m W ChD W m m O M M O N tq cD N to CO r V h M (D W M O O N t1> W r V• h r s} h M (D O N Io co N r M to W O N Lo ti m N v CD M M M M O N 0 h m N V' CD O M � W O N to h m N N N N N N M M M to to Co Co to co (D O Q3 r h h M W W CO co W M O O N Cry O r U� O r V, h M O O N CD O1N OR r V; r. M h r M CO m O O M W O N U-) r,m N v O m Mw O N W h m N v CD m M N W O M In n m NNNNNMMMMVV �t to Lo to to CO CD O O M N h h M O M W O c0 r Vr h O M CD M M CO m N t(7 CR r V: h r V: h M CO m to to W N � c0 r V; h M O (D W -m M W O N W 1` m N [t (0 m M CD N O m Lo h m N v (D m M co W O 000 Lo h N N N N M M M M d' V' V' V• t1) t(7 to (o CD CD (D co h h h h 00 00 00 (n W Cn cq r V; h Cl) M tD O) N Lo 0) N (t) N7 V; h co h M CD O N tO W r V' h r V; Lo O M CD M O N tri m N v CO m r M (D c0 O Lo t() h N V' co m M (o W 0 M to r N N N N M M M M V' V' v V Lo to (o (D O CD (D ;z h h h w 00 c0 Cl) (D OS N Iq W r V; h r 'd' ti M (D 01 N to cO N (o Co r V' h co CD m M CO C) N to W r N N V. (6 O) M O M to h co N V• (D m r M (D co C7 m tri h � N V' (D m M O W O CM N N N N M M M M V' �t v v Lo (o to to CD (D CO (D t� h h h O CO M CD O N to rn N O CR r V h O () O n„ M (D q N to `- V, W r V; h M CD O) N to O) O O CD O M O W N M M M M CD 00 'o M to h O N V' h CD m r M CD W O N N N coN co d' v V V' to to to 0 O CD O CO h h h h M O r N M d' to t0 h O lT O r N M st N (D h 1 r r r r r r r r r r N N N N N N N N N N M M M M M M a- (D — W J W Q 'r z V = LL 0 c O = G 0 Q -jpwU :D W <W mU©> J J � W Q z =U)O F- z F QU m L� j ~ O z c _ lw�n w V O z �c Jandy Variable Speed Total Line shown are schematic only, run 100 Sq. Ft. CS150 plumbing as needed based on field Horse- R¢carnneended Carton Overall U Madel No. power Voltage Max Watts Pipe Size" Weight Length 025 Vp W VSFHP 165JEP 1.65 230VAC 1,6DO i". Ph -Th' 46 lbs 251/:" ----- 2" Skimmer FFHP165AUTs 1.65 230VAC LU 46 [lbs _ 251/," "8111*y 1,600 W 1 h 2Y2- VSFHP165 PERFORMANCE CURVES an oo x � # LL O 70 W W 60 v 40 W_ 1 u 30 aau d � o ,.P t0 d 0 0 F- 0 16 ID 36 40 s0 00 N b t0 100 ito Im 130 tw1 150-1,40 170 Ito 140 100 FLOW GPM 30 gpm @Iz 13' TDH, approx. 1,730 RPM Pressure side of system will not exceed 8 ft/s as designed Suction side of system will not exceed 6 ft/s as designed i POOL EQUIPMENT LOCATION --------------Ott-------------- 0 ft. ------,Oft. aft. 5ft. 10 ft. ll ----`------------- CS 200 Jandy Filter CS100 Line shown are schematic only, run 100 Sq. Ft. CS150 plumbing as needed based on field 150 Sq. Ft. LUconditions at the line sizes shown 200 Sq. Ft U CS Cartridge Finer I W2" Return Line 025 Vp W in 1.5" Return Line 105 gpm I t25 gpr ( Fn ----- 2" Skimmer I LU 2" Main Drain QW- "8111*y - - - - - 2" Pressure Cleaner _I s laps 1.5" Vent Line Eight (0) Hour 48.000 60.000 0 ` 60 000 POOL EQUIPMENT LOCATION --------------Ott-------------- 0 ft. ------,Oft. aft. 5ft. 10 ft. ll ----`------------- CS 200 Jandy Filter CS100 CS Cartridge Finer 100 Sq. Ft. CS150 CS Cartridge Fih6r 150 Sq. Ft. CS200 CS Cartridge FiPter 200 Sq. Ft CS250 CS Cartridge Finer 250 Sq, FY, CS Fitter Head Loss Cwves Madel N. CS109 7$110 csxoo cszso Type K Fla" 7 9Pm Fifer Aram 1001p 750 fl• 2W 44' 250 W 0"gn NOW RM 1 1Wff 1 OS VWW 025 Vp W I..6WID WB_ Wax m Flow 105 gpm I t25 gpr ( 125 gpm 4r 125 gpm 145.0W Sir(6)KO 35000 } 450W U41 `. 4S 000 QW- "8111*y gallar,s bns _I s laps 80.000 gal- Eight (0) Hour 48.000 60.000 0 ` 60 000 g.11- bn. galbns lora Na Stat MP Pwa 3..150 I 6 15 0. l -. 0�15_ 0r150si` . Working ~So Psi i 50 M. Y 50 Psi ( 50 psi ca Vld9 t , Rao Ved &dP➢�eg Waight 28 We. j 00 0.. 1 34 0a J6 6s. Hef Ml'A't a." 4F a2, 1 an<. a2� • @ 30 gpm, 1 psi pressure drop across clean filter, use 2 psi for dirty filter Pool Recirculation PunW Total Dynamic Head Calculations Minors Type K Fla" 7 9Pm IncreaserlDecreaser 0.30 Check Valve 2.60 Elevation Head (11-10)2 feet ButterflyVahae 0.35 Ext/Entrance 1.00 Fitter(HF) f -- � 2.31 feet 90 Degree Fining 0.25 Heater(HF)C� 2 psi - F 4.62 feet 45 Degree Fiibng 0.18 Run Tee 0.30 Branch Tee 0.75 Suction Head (Ha) Enter anum ber of fittings Flaw Pipe size Length K Inc C -V 8-V Ex 90 45 Tr Th TOT 301,2.0 -1135 1 3.50 1 1 1 1 b 1 1.401 Ft Discharge (i*) Enter anumber of fittings Flow Pine size Lenarth k Tnr C_V A-V Fv an Ar, Tn Tk TrsT TOH = HE HS. HF r4= 12.64 Design Point _ 30 13 - 4._0" ff DEEP kkF. 3'-0" 4 DEEP 1: - -' �Sl/APSPt ??. 013 three metho& for deter"Ininil the maximum system flaw rate., I The foitowing simplified TDH calculation is one of the methods specified. Simplified Total Dynamic ynam c Head(TDH) Calculation worksheet ter ;uc-maxtinum Syste mow Rate fir mum glow irate }required; 3 gpm per shimmer (required: l skimmer per 800 sq ft of surf. area) 1. Calculate Pool Volume 185 X _3:_5__ X 7.48 (gal./cubic foot) - 4,843 51mtxt Jars) (AvA DeWh) (Volume 4o ) 2. determine preferred Turnover Time in hours, 2.69 X 60 (min / hour) - 161 01 , ) (Turnovrr o rnta) 3, Determfirw Max Flow }tate4. 843_ � _ � � / 161 __ + _ 0 30 u (Vos#tBoor ) rrw*o-Ware) (1090 Plow lata) _. ,SyttemFlow Rete) 4. Spa, letv 0 X 20 GPM per let0 flow rate t at ) (TOW * Single , use the higtlet' of No. 3 or No. 4 in the klmiirg calcuiatians for the pool $ Sipa; 00ermine Pipe Siza .r .: h: I r _ 2 inch to kocr vetxs`ty 41 b fps max, at 30 9prn ,4fa imum System Plti1% 4tutr rias Piping to be ?hxb to ketp velocity At a fps A. At 30 film# Maximum Symerti Flow (tate Return Pipits* to be 2 inch to k p vtb itc si R f mase ail 30 gprn Maximum System Flea% Rate is TOW Suction designed as 6 fps max i .Digmm inien pad to PmP, Fl., 35 FfkiO$ (m ! `on2 fv) in inch pipe Pct i t > gpm a .06 'from pipe flow/friction ictSs chary 3. Ftliction 1054 (in rcLone Pipe) to 1 5 tnt,h riipc Per l t. 0 gpm 14 (fr(,m pipe flowv/ft'zrtaon irai ,ctto<r; 4. 35 x .05 1.75 tapir ata-1-Fhw rfta sn.drthd.Fes, MM S.Apo) S. 45 A .10 4.5 tt d tt& 62¢rY1 h c^ t trt7St S,w*,x1n ripe e ( e 40 pwf)T9H in Pf io 6g 25.....� M. Filter toss to TDH m fitter data Sheet)__L ` Hestertris in TDH (from heater data sheet) 2 a f c7tai t)VitAUtit #lead (rDN)_ 12.25 sdected Pint and IiiIialft Drain cover„ �---� PUMP "teation Jandy VS using pt.ixt;r ; ,,t .i. dc:r Telt $ System Flow Rate, tt4anp moAtr red eras n M7 Maht train t CMP 9" Main Drain (System Frow Rate must not exceed approved cnvtr ro%%: Noce ltlmintttbased ora tom"num (ii lw . per Skimmer of 3S 9Pm, N O O t U � x z m o N N p C0 U O CO J 7 m N y LL X Ln U t� U) CL t✓ Q J O X O J ::D a_ LL Sum 22.307 (Ghee}# all #trot ttply)a T 9imd JIQStt +iifitiQq jlClS, SCALE: No Scale 0 49a•- ` •,.* m 2 su"ton $rule a x x �, 120 DRAWN BY: DESIGNED BY:: H HO .""","`.'•..".`"•-.•�.941"t mit*. f( fittS note L) CHECKED BY: BH SUCttOn OUti2t5 4 -�-N -�-�..___._1Pm "lax. flow ise bate 3) -_ .,._ clla:nnel drain ig__-_�. - - 9m rr.(� 00"S (see nota 4) +-+ ^N 0 C TDH Calculation program E based on Darcy -Weisbach =5 formula with a Hazen -Williams a Date: roughness coefficient of 130 June 2019 Sheet No: C-1.4 a x � 3 co �- O W ry J � co do VmZ = I— :0:)x Z O C CL r) I. Ou>U,tP O W � y�o ry O / S.� ` Q �S. BSER l� �QPRP I'7 U J / 9\ko O Z PER Z ��W L1J Cy Z�vLo wo LJJ V/"O = �� 00 C O J • �� W �• oOl J [tet %w a � °t • d i J Oma x 6; V, yy p W z ^ N I=LL W 3° y 0 O. W 00 I_O O W e � 5• a• • 0 / Soyy000 0 70 d Z \ - G. - 1 1111 ` � x (�(6 05 2Cb "✓V 0,00- 00 b0 - 1pa NO N° > / / yo V AZ / Z �ZOO� Z Q �O ",°> > W W W 2 � 0 cLor) \I N N to Q p W z ^ N I=LL W 3° y 0 ppN � p O W I_O O W Q m � U Y ZC Cn O^ WZ� y• �W o a LL Q OFFICE COPY � 0 r r E o o +, 0 m vVo�°-° --a c u r ONQ .E O m m N O V �+ 7 O C EM 0� 0 i+ t cs m-3 E++cnLo W 2 � 0 cLor) \I N O W / p W z ^ N I=LL W 3° y 0 ppN � p O W I_O O W 2 W F-- z ZC Cn O^ WZ� y• �W o O �U �0 �Z 3R, ¢ a •X�ul °I w� -j -i Q; ID, t � t 3RCN PIPE N4 10EN??FI T(riN LQT 347 f � s?, r: ---..tea..._....... rr z{i.Ey 1 .4' twr T, 41_t_7-1' '� 10 '-3" NEW 9 s° POOL #4 30 35,58.. LOT 14$ 0 N t 7'. F1. wow.rf CX U E3TE ..DT 3�7 4.5488 61 `x}1'10" 100.00 ` �- 1 `01' 0" W l�t7N PtF'`E NO IDENTIFiC,ATIGIN _,OT .349 EA c?UIt G ?CA �Ai7f� r— TOTAL DENS" = 36.49 LOT 359 100-00 FOUND r IPON FPE r�rJ r�E,vrtt 0.49' a4'U 0 ft. 6 ft. 10 ft. 20 ft. N �. C) o j v E G TE . 0 to l 7 V5 +k } IRO,v PIPE " sb $ t.8 #4603 ' ,< ix: ' aT r g�uet&4':X I M—INN ow FACC W.P.A. kc 9 �r 1 fir? M. I Impervious Calculations OFF Existing Lot: 5,000 SF I u Existing structures 1,802 SF aA Proposed work 185 SF V) N m � Existing impervious 36.04% N Proposed impervious 4.52% � U M o LL New impervious 40.56% RON PIPE NO -Existing structures include house, driveway, tDEf�Tt=�C�t7'1�; walkways, and AC pads — all counted at 100% 0149 EA5r � t.a3 s�vr -Proposed work includes pool structure only and is - _£PKNMMX P'Xm.& WRM4 counted at 100% Impervious. f "t,m'f'W A*.F.p C MW K3'+'7t 88 -No additional areas are included in the work. v z 100-00 FOUND r IPON FPE r�rJ r�E,vrtt 0.49' a4'U 0 ft. 6 ft. 10 ft. 20 ft. N �. C) o j v E G TE . 0 to l 7 V5 +k } IRO,v PIPE " sb $ t.8 #4603 ' ,< ix: ' aT r g�uet&4':X I M—INN ow FACC W.P.A. kc 9 �r 1 fir? M. I Impervious Calculations OFF Existing Lot: 5,000 SF I u Existing structures 1,802 SF a, Proposed work 185 SF V) N m � Existing impervious 36.04% N Proposed impervious 4.52% � U M o LL New impervious 40.56% Gn -Existing structures include house, driveway, vim i o walkways, and AC pads — all counted at 100% o Impervious. a -Proposed work includes pool structure only and is o 0 counted at 100% Impervious. 3 -No additional areas are included in the work. v z This drawing is not an official survey and is tilized for new pool location. This drawing is based on the official survey provided by Durden Surveying and Mapping, Inc. N � O L U m�0 It U) W N0 ❑_ V d > M i O U J m � 0 LL X U z� Q t SCALE: I"=20' DRAWN BY: NWE DESIGNED BY: HO CHECKED BY: BH June 2019 Sheet No: C-1.1 Deck material (TBD) Pavers shown Compacted Paver Base Compacted Fill Concrete Pool Shell 0 ft. 0 ft. 7.2 in. 1 ft. 2 ft. 8,, /—Pool Beam 'thickness Typical Pool Coping -(2) # 3 cont. bond beam �- # 3 Rebar @ 12" oc each vvay continuous in pool shell Min. Pool Wall Thickness POOL WALUFLOOR SECTION 3/4" = 1' Min. Pool Floor Thickness 14'-4" :__-_____- ___- !, 4'-0' j DEEP I: 3' N� Squaring j 0. Dimension I, N I+ 1'-2" N 3'-0" DEEP N It',l r 1'-2" a' N 3,-0„ 4'-0" 1 10'-4" 0 r------------------------- r -------------------- I I I 1 I I I 5'-4" 5'-0" I � I I I I I I I � I I I I I I I I i I RESIDENCE I I I I I I I 1 0 ft. 3 ft. 5 ft. 10 ft. I I I i COPY —C- Deck G v t, a, M M i N M QLL QJ s m Ln 4- o L m � 0 T no o 0 a N OrA N O t U � X r � 7 Z m p N rco 10 N N O L = N Q ti > M i O On 0O Jx N N LL X U7 Y 7 ® Cl) J O X O J ::D Cl— LL. SCALE: 1/4" =V DRAWN BY: NWE DESIGNED BY: HO CHECKED BY: BH June 2019 Sheet No: C-1.3 W M h M CD 0) N U) cq 7 M to M t0 N to 0) N to CR V h M (D M CD m N N N N N N C�7 Com) M CW �t Md' 7 tL o t� j � t j LO (p ((O m h � W °D w O � 0 IMS. t- co 000 0)i 00) a) ry J W Q e- t0 It o h N M f0 M q M K) cn N - q c0. r M 'Q; t -Lf) a h �'N M (L? O) N W r Ln cq e- V h N M O W 'Z z �- N N N h N N M V' M cD M O M r co tt 0 �I' d' O to N to m h to D? to 0 V CD 0 O M O .-, h M h U) h W h O 0) N W try 00 r~ 00 mV co Q) m 0) N _ _ u - d, 0? .- d; 00 r tl' Ih; N 't (0 (A N ' to 0A N to 00 r y, h C) CO M Cil q N Lq CU �- V; h <t h ry O r r N N N N N M c'S N M It V V0' too U) «) 0 L (D CO 0 n LO r W 0 0 � 0) O W Z 't 000 Oho 0=�0 N CO O N to 00 r d; N M !`� O M 0 q) N U) 00 r V' 00 r +t h O M CO m N (0 O) N U) � r f f W N N N N N 07 �t Cl) t0 M (+) . r v M d' t(') d' c0 V' O Lo N Lo to Lo h tf ) CP LO N co y (D O CD O h M h (0 h W h 0 0 N 00 to O h N O) W N O Y O W Q C'7 r Cp C) O) U) N 00 t7 6 O CV N U) to f'h CD CA hl st xi' h tLJ + 0 .-= cM tL7 M O N 4 I-- N It (� CO (h N O u r N N N N N M 07 M M 'V ct <t `et t.o to to to 0 to (D to (O (0 M co h M h h N h CD w 0 0 00 r,:of 00 00 CV m W 4 Q W W D O O V; h M M CO M N to a) r to ?CO r ct r M CD m N 0 O) N to CO r h M h 7 M CO O Q m W ry 00 O (V to h 0) N 4" M CD M O7 M ct M st � of C C1 to N LO Lo to N U) 0 to N 0 c� fO 0 0 M CD r h CM h � 00 h C) 00 M W 0 0 t, 00 M 00 J 0 O W c- d; !� O M CO M M f0 d7 N Lt) W r et h �- 'ct h M f0 CP to CA O N t(') (O r V' h M CD = I— Z W Cp Oj co �-- r Cn O N N U) N h N O N N Cl) "r M 0 M 0) M It M It 0 It O v O U) LMC) 0 t0 h to O) M N (0 V' (0 0 t0 m CD h M h t0 h O h O c0 w 0 00 h 00 � (n O Lo 00 r L() CR s- 4 h C, M CO O N Uo m N to Mr 'd' h M h M CD d7 N to 00 r t h V; O z W U O N to h 0) N -t CO m M 0 (%'1 O M U) Lo h. O (0 N rh (O (M 0 M O M U')W m r N N N N M M M M V' It st V Co 0 0 0 0 (0 CD h h h h 0 N O Q 'Q CLz co CO O) N to 00 �- V h r V h O M q 6) N U) W N (o C0 r h M CO CA (h CO O) N U) 0 r W ~ O N N �: (ij Oj r M (p OJ O M to h Ory N d' 0 m r M (d 07 o M U7 ti O O N <!' � 0) M CO oU O M -- N N N N co Cl) M M V' It tt V' Lo t() u7 U) (p (0 (D 0 I� h h h 00 00 U- � '.. W O O M CO M N O N LO W r T h, M 0 M (D O) N t0 W r d; a0 r st r M (O O N O m �--- Q N V' (0 O r CO Cti N ci N N N CO M M M M d' V' 'It d' ttoo U U') t j (OD CND C O CD h h h h 00 O V O N M rl' t0 t0 h copl O r r r N r M r rf' N s- w 4- h r 0o r 0 r O N r N N N M N st N 0 N t0 N t. N 00 N 0 N O M r M N M M M 4 0 tO M �F HP155 PERFORMANCE CuR'YES 100 ..._..._.. --------- _ ---- m 70 z .� t0 -- 7 14 M ap a0 y, M 00 w5 t00 tlo 1" 170 >a5 M lea 'yo lW 7p0 30 gpm @ 13' TDH, approx. 1,730 RPNI, Pressure side of system will not exceed 8 ft/s as designed Suction side of system will not exceed 6 ft/s as designed ---------------------------i I I I I Line shown are schematic only, run ° plumbing as needed based on field LL! conditions at the line sizes shown V I W --- 2" Return Line a 1.5" Return Line Fn — — - — — 2" SkimmerUj I 2" Main Drain — — — — - 2" Pressure Cleaner I 1.5" Vent Line ° I I POOL EQUIPMENT LOCATION I I --TI Oft. aft. Sft. 10 ft. II---------- ES =itx hin"W Loss Gomes %aPscttY -. Eight (81 Hour _ Cant Pees�wrat 4'r ...... :;. Maz Working...... Pressure ' . 1 4MaPrtr ..' [Aught + A I @a 30 gpm, 1 psi pressure drop across clean filter, use 2 psi for dirty filter Pool Recirculsation Pump Tata:i axnomia Heod Caleulations a4 o r CS 200 Jandy Filter j�z... tri,_.- d" 20.00 1.5 to U5510.001.5 L`a 4.?Y�1: -, rr Anna 2 f t 101 5 Rile - artrid0e q_, a �._ 1�t "+i'+'i �7' Heaxter(HF) 2ip.i4.62 ES =itx hin"W Loss Gomes %aPscttY -. Eight (81 Hour _ Cant Pees�wrat 4'r ...... :;. Maz Working...... Pressure ' . 1 4MaPrtr ..' [Aught + A I @a 30 gpm, 1 psi pressure drop across clean filter, use 2 psi for dirty filter Pool Recirculsation Pump Tata:i axnomia Heod Caleulations a4 o r Io,ttJ _. ✓ill Myatt 1.14 Ck'!� , d" 20.00 1.5 to U5510.001.5 �r _ :it 4.?Y�1: €ievtion Mead (He) 2 f t 101 5 Ewt,Eartrarl al.7W q_, 1: altett HFA psi F 2 31 feet iu Degrpe Fs?0n a'_25 Heaxter(HF) 2ip.i4.62 feet 4S Ct�3r�e Ft€tsr7g'.$ Ru,'i I y o_ 3o stanotl • -?" —n75 ti _mph i 'd Totol Dynamic Head t, N1 - — _ 185 3.5., 4 t tai., z �,r=, ; ..: 4,843 i 2.69 X 60 (m,-, 161 4,843 161 0 30 20 0 4, spa Determine piper's ew; 2 30 <; 2 30 �s 30 Swriaan Head (Hs) Enter a nun,.L r'r ,tip firns, P1 e, s Ze Lenyth KIrk C -V r3 r 2.01 35 30 1 1 i 6 ; : 14 -`"==�1"'m"±i� (*�') c`mer o numraer of ;•tt rsys Flow fte size Lenoth K Try t" -V ta_V P� 0(" A;� 7- -r "^a>.« 3t; 2.0 30 4.75 11 1 9 20.00 1.5 to U5510.001.5 101 q_, ;0.0001.5 5 1.80 1 i i t T-0" DEEP rIP- !�2 644L :t'ee'n;n Point i p i �' ..191 vcaayncu as o app rnax 2.D6e Ply 14 -�PC f m -ifr35051.75 4510 4,5 'Vita_2?aeatet d!Att"astd h4 q ITr,ain,Jandy VS Cr? a, ,CMP 9' Mair, DrrilrW b<ax_�zze 1���mbr����d t��t• ttr K i .- f, DEEP al =� TDH Calculation program based on Darcy -Weisbach formula with a Hazen -Williams roughness coefficient of 130 a) U C N N N m cc m N N ( N � � m J M � C a Lki CD LL L_ SCALE: No Scale DRAWN BY: NWE DESIGNED BY: HO CHECKED BY: BH 4-1 a June 2019 Sheet No: C-1.4 v 7 Max. II 3 Max. -I 8'Min. TO SLOPE CHANGE POOL SECTION DETAIL N.T.S. FLORIDA BUILDING CODE R4501 THE POOL CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL DETAIL DESIGN REQUIREMENTS FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, AND ALL CONSTRUCTION SHALL MEET ALL APPLICABLE CODES INCLUDING PLUMBING, ELECTRICAL AND GAS. PIPING SHALL BE SCH. 40 PVC, NSFpw, MAX. PRESSURE VELOCITY 10 FPS, SUCTION 6 FPS. THE POOL PLAN SHALL SHOW THE DESIGN PLUMBING AS PER THE SAMPLE WITH THE INFORMATION REQUIRED SHOWN. MAIN DRAIN PLUMBINMSHALL BE TWO DRAINS SEPARATED BY 3' WITH APPROVED ANSI/ASME Al 12.19.8.2009 COVERS. AN ALTERNATE THE APPROVED DRAINS MAY BE PLACED ON DIFFERENT PLANES. ZIE TWO DRAINS SHALL HAVE A COMMON SUCTION LINE. SUCTION GRATES MAY BE USED IF APPROVED AT A MAXIMUM OF 1 Y2 FPS AND THE SUCTION PIPING IS RECESSED FROM THE GRATE THE DISTANCE EQUAL TO THE SUCTION PIPE SIZE. SKIMMERS DO NOT,$EQUIRE PROTECTION AND % MUST BE DESIGNED FOR A MINIMUM 25 gpm. THE FOLLOWING SHALL BE LABELED WITH LABEL MARKER TAPE AT THE FILTER LOCATION: PIPES, VALVES, PUMP(S) OFF SWITCH._ ELECTRICAL REQUIREMENTS: -WIRING AND BONDING AND ALL ELECTRICAL TO COMPLY WITH CHAPTER 42, FLORIDA BUILDING COD 6TH EDITION -RESIDENTIAL AND NEC 2014. -NO OUTLET OR OVERHEAD POWER WITHIN 10' IF WITHIN 15' PROTECT BY GFI, TRANSFORMER MIN. 10' FROM POOL, 8" ABOVE WATER, J BOX T FROM POOL, BRASS TO J BOX OR TRANSFORMER WHICH EVER IS FIRST EXCEPT WHERE PVC IS APPROVED. 11.0° Max. SAMPLE ONLY. EACH APPLICATION FOR PERMIT SHALL BE BASED ON A TCTAL DYNAMIC HEAD OF 60 ft. Determine System Flow Rate: Minimum Flow Rate Required: 35gpm per skimmer (Required: 1 Slimmer per 800 sf) Pool Volume: sq. ft x ave depth x 7.481 gal/cf = gallons Turnover Time in Hours: hours x 60 min/hr = minates Flow Rate: gallons / minutes = gpri SB2836, 6-20-07 w w FOR BONDING AND GROUNDING SYSTEMS FOR SWIMMING POOLS, THE FLOW THRU SPA W AN UNDERGROUND BONDING CONDUCTOR MADE OF 48 AWG. BARE SKIMMER REQUIRED ° NO SKIMMER COPPER WIRE BURIED TO A MINIMUM DEPTH OF INCHES TO 6 INC ES BELOW FOR SPA WITH SUBGRADE, AND 18 TO 24 INCHES FROM INSIDE WALL OF A S TYPICrH, GR FOR # 3 INDEPENDENT SKIMMER REB AR, TOUT WITH FILTRATION SYSTEM Ir #8CUro PUMP _. U 0 3" 135 230 it P AVERS OR q�� 235 396 OPTIONAL DECK W/ I yz" PITCH IN 10' 2ACT BE UNIFORM. IF THE SPA IS OPERATED 1 (PERNON Q A HOUR TURNOVER. RAIL OPTIONAL -MAXIMUM TEMPERATURE 104 DEGREES. OPTIONAL 12V LIGHT � v c 0? r -MEET ANSI/NSPI ARTICLE XVII, SAFETY Q N N M O CN W/rRANS. as". BRASS W [a Z ¢ N v 0Y p N -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR Z ORPVC (SEE .NOTES) MEET LOCAL CODE IF GREATER. '001- O NO LIMITATIONS TO F,ZL s-- F, QO d o SHAPE EXCEPT FOR � LU m Oi — DIVING -DESIGN, CONSTRUCTION AND WORKMANSHIP LL W = SHALL BE IN CONFORMITY WITH THE _ LU REQUIREMENTS OF APSP/ICC 3, APSP/ICC 4, APSP/ICC 5, STEPS OPTIONAL O Q Q AND APSPACC 6 AND APSPACC 7 BASED ON THE o POOL TYPE. LL M -SEE NSPI FOR DIVING WATER ENVELOPES. 111 DRAIN REQUIRE -SLIDES SHALL MEET THE MANUFACTURE'S ENTRY REQUIREDCIRCULATIONS SWIM -OUT OR LADDER - (TAMPER PROOF/SEE NOTES'/ LINE U REQUIRED (GR/#8 CU) (SEE NOTES) END WHERE THE WATER DEPTH EXCEEDS 24 INCHES (6 10 WHERE DEPTH OVER MM). IN PRIVATE POOLS WHERE WATER DEPTH EXCEEDS 5 FEET (1524 MM) THERE SHALL BE LADDERS, STAIRS OR > LIGHTING & BONDING SAME AS UNDERWATER BENCHES/ SWIM -OUTS IN THE DEEP END. 5' DEEP (SEE NOTES) WHERE MANUFACTURED DIVING EQUIPMENT IS TO BE POOL USED, BENCHES OR SWIM -OUTS SHALL BE RECESSED OR r l - > NO LIMITATIONS ON SHAPE N\\ J RAIL GPT`GNAL _ -CIRCULATION SYSTEMS, COMPONENTS AND GENERAL SPA GENERAL POOL PLAN EQUIPMENT SHALL COMPLY WITH NSF 50. PLAN -THE MAXIMUM TURNOVER RATE IS 12 HOURS. N.T.S. N.T.S. PRESSURE GAGE. 2'-9" Min. EXCEPT FOR -PUMPS 3 HP AND LESS SHALL MEET ANSFUL1081 SLOPING ENTRIES. 4'-0" M&x. SEE NSPI 5 RE: HANDHOLDS WATER' -SURFACE SKIMMERS SHALL MEET NSF 50 AND LINE - 0 THERE SHALL BE ONE FOR EVERY 800 SQUARE FEET EXCEPTION: ROPE AND v OF SURFACE AREA. _ FLOATS INSTALLED IF v 8" Max. O IA 0 PROVIDED ON THE BASIS OF AT LEAST ONE PER 300 SQUARE FEET SURFACE LESS THAN 4'-6"� .Radius P—I r+ (28 m2) OF AREA. SUCH INLET 7 Max. II 3 Max. -I 8'Min. TO SLOPE CHANGE POOL SECTION DETAIL N.T.S. FLORIDA BUILDING CODE R4501 THE POOL CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL DETAIL DESIGN REQUIREMENTS FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, AND ALL CONSTRUCTION SHALL MEET ALL APPLICABLE CODES INCLUDING PLUMBING, ELECTRICAL AND GAS. PIPING SHALL BE SCH. 40 PVC, NSFpw, MAX. PRESSURE VELOCITY 10 FPS, SUCTION 6 FPS. THE POOL PLAN SHALL SHOW THE DESIGN PLUMBING AS PER THE SAMPLE WITH THE INFORMATION REQUIRED SHOWN. MAIN DRAIN PLUMBINMSHALL BE TWO DRAINS SEPARATED BY 3' WITH APPROVED ANSI/ASME Al 12.19.8.2009 COVERS. AN ALTERNATE THE APPROVED DRAINS MAY BE PLACED ON DIFFERENT PLANES. ZIE TWO DRAINS SHALL HAVE A COMMON SUCTION LINE. SUCTION GRATES MAY BE USED IF APPROVED AT A MAXIMUM OF 1 Y2 FPS AND THE SUCTION PIPING IS RECESSED FROM THE GRATE THE DISTANCE EQUAL TO THE SUCTION PIPE SIZE. SKIMMERS DO NOT,$EQUIRE PROTECTION AND % MUST BE DESIGNED FOR A MINIMUM 25 gpm. THE FOLLOWING SHALL BE LABELED WITH LABEL MARKER TAPE AT THE FILTER LOCATION: PIPES, VALVES, PUMP(S) OFF SWITCH._ ELECTRICAL REQUIREMENTS: -WIRING AND BONDING AND ALL ELECTRICAL TO COMPLY WITH CHAPTER 42, FLORIDA BUILDING COD 6TH EDITION -RESIDENTIAL AND NEC 2014. -NO OUTLET OR OVERHEAD POWER WITHIN 10' IF WITHIN 15' PROTECT BY GFI, TRANSFORMER MIN. 10' FROM POOL, 8" ABOVE WATER, J BOX T FROM POOL, BRASS TO J BOX OR TRANSFORMER WHICH EVER IS FIRST EXCEPT WHERE PVC IS APPROVED. 11.0° Max. SAMPLE ONLY. EACH APPLICATION FOR PERMIT SHALL BE BASED ON A TCTAL DYNAMIC HEAD OF 60 ft. Determine System Flow Rate: Minimum Flow Rate Required: 35gpm per skimmer (Required: 1 Slimmer per 800 sf) Pool Volume: sq. ft x ave depth x 7.481 gal/cf = gallons Turnover Time in Hours: hours x 60 min/hr = minates Flow Rate: gallons / minutes = gpri SB2836, 6-20-07 w w FOR BONDING AND GROUNDING SYSTEMS FOR SWIMMING POOLS, THE USE OF W AN UNDERGROUND BONDING CONDUCTOR MADE OF 48 AWG. BARE SOLID PIPE SIZING CHART (MAXIMUN) E COPPER WIRE BURIED TO A MINIMUM DEPTH OF INCHES TO 6 INC ES BELOW Om SUBGRADE, AND 18 TO 24 INCHES FROM INSIDE WALL OF A S PIPE SUCTION PRESSURE 4G POOL OR ~ ro u SPA, IS DEEMED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO ggZOMPLLANCE I y, 35 GPM 65 GPM o WITH s. 680.26(c) OF THE NATIONAL ELECTRICAL CODE. 2" 60 105 Ir -STEPS: MIN. TREAD 10" X 12", 7" MIN. RISER, 12," MAX. 2 y2 90 147 U RISER EXCEPT THE BOTTOM STEP MAY BE 14" IF IT IS 3" 135 230 it P AVERS OR q�� 235 396 FOOTING 4" DECK 2,500 Ipsi (Min-) CONC.r DECK FINISH O M OPTi ONAL W� BER MESH 2ACT BE UNIFORM. IF THE SPA IS OPERATED 1 (PERNON Q g POOL FINISH • PER CONTRACT 8" X 8" FOOTING BEAM & "7" BAR - - W/(2) 0 BARS OPTIONAL 8.. OR (1) #5 BAR FINISITY8" 6i MARCITE OR • 6" Min. WALL &FLOOR THICKNESS. 3,500 psi (MIN.) CONC.EXPOSED -0 #3 BARS AGGREGATE 12" CENTERS EITHER WAY, TIE ALT. INTERSECTIONS 15" MIN. OVERLAP. 2" MIN.COVERAGE ON STEEL W/CONC. TO ASTM Al 5. A16 ASTM A30-5 Structural subject to suitable soil conditions. POOL/SPA, DECK, BEAM, WALL, FLOOR N.T.S. MAIN SUCTION PIPE SIZE SKIMMER SUCTION PIPE SIZE CLEANERNAC PIPE SIZE RETURN SUCTION PIPE SIZE EQUIPMENT LOCATION " MAIN DRAINS AS OF 12-19.08 ANSUASME Al 12.19.8-2007 POOL MIN. GRATE OPEN AREA = FLOW/17:8 FOR VELOCITY 6'/SEC CLEANER LINE RESIDENCE E w w SPECIAL SPA REQUIREMENTS: UJ o W E �° Om -MAXIMUM WATER DEPTH 4', MAXIMUM SEAT DEPTH m # ~ ro u 28", MAX. d o FLOOR SLOPE 1:12 Ir -STEPS: MIN. TREAD 10" X 12", 7" MIN. RISER, 12," MAX. U RISER EXCEPT THE BOTTOM STEP MAY BE 14" IF IT IS N' it THE SEAT. INTERMEDIATE TREADS AND RISERS TO BE UNIFORM. IF THE SPA IS OPERATED INTERMITTENTLY IT SHALL HAVE A ONE HOUR TURNOVER, IF CONTINUOUS SIX Q A HOUR TURNOVER. a w � a) -MAXIMUM TEMPERATURE 104 DEGREES. � v c 0? r -MEET ANSI/NSPI ARTICLE XVII, SAFETY Q N N M O CN AS INSTRUCTION/SAFETY SIGNS. W [a Z ¢ N v 0Y p N -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR Z i:= 0 N MEET LOCAL CODE IF GREATER. '001- O F,ZL s-- F, QO d o GENERAL DESIGN REQUIREMENTS � LU m Oi Q Q <. p) -DESIGN, CONSTRUCTION AND WORKMANSHIP LL W = SHALL BE IN CONFORMITY WITH THE U LU REQUIREMENTS OF APSP/ICC 3, APSP/ICC 4, APSP/ICC 5, O Q Q AND APSPACC 6 AND APSPACC 7 BASED ON THE o POOL TYPE. LL M -SEE NSPI FOR DIVING WATER ENVELOPES. - -SLIDES SHALL MEET THE MANUFACTURE'S INSTALLATION REQUIREMENTS. U -ALL POOLS WHETHER PUBLIC OR PRIVATE SHALL BE PROVIDED WITH A LADDER OR STEPS IN THE SHALLOW END WHERE THE WATER DEPTH EXCEEDS 24 INCHES (6 10 MM). IN PRIVATE POOLS WHERE WATER DEPTH EXCEEDS 5 FEET (1524 MM) THERE SHALL BE LADDERS, STAIRS OR UNDERWATER BENCHES/ SWIM -OUTS IN THE DEEP END. WHERE MANUFACTURED DIVING EQUIPMENT IS TO BE USED, BENCHES OR SWIM -OUTS SHALL BE RECESSED OR r l LOCATED IN A CORNER. N\\ J -CIRCULATION SYSTEMS, COMPONENTS AND EQUIPMENT SHALL COMPLY WITH NSF 50. -THE MAXIMUM TURNOVER RATE IS 12 HOURS. -FILTERS SHALL HAVE AN AIR RELEASE AND PRESSURE GAGE. -PUMPS 3 HP AND LESS SHALL MEET ANSFUL1081 CORROSION RESISTANT WITH STRAINER AND MEET THE REQUIRED FLOW. -SURFACE SKIMMERS SHALL MEET NSF 50 AND THERE SHALL BE ONE FOR EVERY 800 SQUARE FEET OF SURFACE AREA. 0 -APPROVED MANUFACUTRED INLET FITTNGS FOR THE RETURN OF RECIRCULATED POOL WATER SHALL BE O IA 0 PROVIDED ON THE BASIS OF AT LEAST ONE PER 300 SQUARE FEET SURFACE Z N P—I r+ (28 m2) OF AREA. SUCH INLET FITTINGS SHALL BE DESIGNED AND CONSTRUCTED TO Q x INSURE AN ADEQUATE SEAL TO THE POOL STRUCTURE 0 Q ,J AND SHALL INCORPORATE A CONVENIENT MEANS OF 4 Z B- I-- Q% SEALING FOR PRESSURE TESTING OF THE POOL - W 3 v CIRCULATION PIPING. WHEN MORE THAN ONE INLET IS fY REQUIRED, THE SHORTEST DISTANCE BETWEEN ANY TWO W Q REQUIRED INLETS SHALL BE AT LEAST 10 FEET (3048 MM). X LLI W -HEATER SHALL MEET ANSI -Z21.56 OR UL 1261 OR UL 559. (Ij Q r J .Ny 0 -DISINFECTANT EQUIPMENT SHALL COMPLY WITH NSF 50. -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR _J > MEET LOCAL CODE IF GREATER. 0 O) Z ��•+ -RESIDENTIAL SWIMMING BARRIER REQUIREMENTS TO U. Ji(NJ O R! MEET SECTONS 454.2.17 -WASTE DISPOSAL TO COMPLY WITH SECTION 454.2. 10 U Q rr�^ VJ IT HAS BEEN CERTIFIED THAT THESE DESIGN REQUIREMENTS ARE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE R4501, 6TH EDITON 454.2-2017, ANSI/APSP/ICC 3, ANSI/APSP/ICC4, ANSUAPSP/ICC5, AND ANSI/APSP/ICC 6 AND - ANSUAPSP/ICC 7, ANSUAPSP/ICC 14, ANSUAPSP/ICC 15. W FOR CODE COMPLIANC8- _REVIEWED CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS V REVIEWED BY: DATE 2 CL V LIJU O L U O— Q OE O O O O N Q C C O N L C C C C (6 "' O tq O co (II U O Ecr-.0) a) UJ d c 0) U) a LU U O B a7 — O C a) O (� CD C E Cfl E `—� o p a -a v m C O - as E O o C) o o �j o c� .� a) o� �- U P o N �d -O c d a) a> a) C U � � cn CN o' IL ¢wig° N � N P co '6 �_ �. M L P � C CtI a) _ Q O LO X 7 O Cp M N•- M in 7 p0 m P a) � O L c N N N U d L m't Lo ton U m U M 00 U>`N O" U m s U m Q' Q' LL. U a) W O C z f0 O p LL z W UO D fn W U U Q W CcLL LL Q N M LX O LL p .- cu =3 -Cm J cu � N o M Lcc M -� E ° o uZ r6 o C.) M x g w � L 0 � vry / N rr !1 `L C C Q Y _ a. U p 2>' 7 p v Na0 E O u --)p lu X .`� cn t X ti J ca N J C 0 U 00 J N pop _ _N m 0® L m O Q O w c6 W 0 0 0 � U Q OPTIONAL 12V LIGHT WfMANS. I4" BRASS OR PVC (SEE NOTES) SWIM -OUT OR LADDER REQUIRED (ORNII CU) v1r WHERE DEPTH OVER Y DEEP (SEE NOTES) FLOW THRU SPA NO SKIMMER TYPICAL GR. FOR # 3 SKIMMER REBAR, 2' OUT WITH #8CUTOPUMP OPTIONAL DECK W/ I %" PITCH IN 10' NO LIMITATIONS TO SHAPE EXCEPT FOR DIVING ENTRY REQUIRED (SEE NOTES) GENERAL POOL PLARAIN L OPTIONAL LINE EXCEPTION: ROPE AND FLOATS INSTALLED IF LESS THAN 4'-6" 3 Max. 1I N.T.S. V-9" Mia. EXCEPT FOR SLOPING ENTRIES. 4'-0" Max. t SEE NSPI 5 RE: HANDHOLDS 8" Mex. Radius 11.0' Mex. I 8' Mia. TO SLOPE CHANGE POOL SECTION DETAIL N.T.S. SB2836, 6-20-07 FOR BONDING AND GROUNDING SYSTEMS FOR SWIMMING POOLS, THE USE OF AN UNDERGROUND BONDING CONDUCTOR MADE OF #8 AWG. BARE SOLID COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUBGRADE, AND 18 TO 24 INCHES FROM INSIDE WALL OF A SWIMMING POOL OR SPA, IS DEEMED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE WITH s. 680.26(c) OF THE NATIONAL ELECTRICAL CODE. PAVERS OR FOOTING 4" DECK 2,500 OPTIONAL psi (Min.) MONO. DECK FINISH r PER CONTRACT W/FIBER MESH I (NON -SLIP) 8". — 12"x 12" FOOTING BEAM & "7" BAR W/(2) #3 BARS OPTIONAL OR (1) #5 BAR 6" Min. WALL & FLOOR THICKNESS. 3,500 psi (MIN,) CONC. #3 BARS ON 12" CENTERS EITHER WAY, TIE ALT. INTERSECTIONS 15" MIN. OVERLA, 2" MIRCOVERAGE ON STEEL W/CONC. TO ASTM At 5. A16. ASTM A30.5 Structural subject to suitable.soil conditions. POOI, FINISH PERCONTRACT FINIS H 3{" MAR+CITE OR EXPOSED AGGREGATE POOL/SPA, DECK, BEAM, WALL, FLOOR N.T.S. RAIL 1E CIRCULA LINE SKIMMER REQUIRED FOR SPA WITH INDEPENDENT FILTRATION SYSTEM > MAIN DRAIN REQUIRE ('CAMPER PROOP/SEE NOTES) > LIGHTING & BONDING SAME AS POOL >NO LIMITATIONS ON SHAPE GENERAL SPA PLAN N.T.S. ELECTRICAL REQUIREMENTS: -WIRING AND BONDING AND ALL ELECTRICAL TO COMPLY WITH CHAPTER 42, FLORIDA BUILDING CODE 6TH EDITION -RESIDENTIAL AND NEC 2014. -NO OUTLET OR OVERHEAD POWER WITHIN 10' IF WITHIN 15' PROTECT BY GFI, TRANSFORMER MIN. 10' FROM POOL, 8" ABOVE WATER, J BOX 4' FROM POOL, BRASS TO J BOX OR TRANSFORMER WHICH EVER IS t FIRST EXCEPT WHERE PVC IS APPROVED. SAMPLE ONLY. EACH APPLICATION FOR PERMIT SHALL Determine System Flow Rata: BE BASED ON A TOT�L DYNAMIC HEAD OF 60 ft. Minimum Flow Rate Required: 35gpm per skimmer (Required: i Sk er per 800 st) Pool Volume; sq. ft x ave depth x 7.481 gal/cf s �^ gallons Turnover Time in Hours: �_ hours x 60 min/hr = minute's Flow Rate: gallons / minutes =gpm j FLORIDA BUILDING CODE R4501 THE POOL CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL DETAIL DESIGN REQUIREMENTS FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, AND ALL CONSTRUCTION SHALL MEET ALL APPLICABLE CODES INCLUDING PLUMBING, ELECTRICAL AND GAS. PIPING SHALL BE SCH. 40 PVC, NSFpw, MAX. PRESSURE VELOCITY 10 FPS, SUCTION 6 FPS. THE POOL PLAN SHALL SHOW THE DESIGN PLUMBING AS PER THE SAMPLE WITH THE INFORMATION REQUIRED SHOWN, MAIN DRAIN PLUMBING SHALL BE TWO DRAINS SEPARATED BY 3' WITH APPROVED ANSI/ASME At 12.19.8.2009 COVERS. AS AN ALTERNATE THE APPROVED DRAINS MAY BE PLACED ON DIFFERENT PLANES. THE TWO DRAINS SHALL HAVE A COMMON SUCTION LINE. SUCTION GRATES MAY BE USED IF APPROVED AT A MAXIMUM OF l Y2 FPS AND THE SUCTION PIPING IS RECESSED FROM THE GRATE THE DISTANCE EQUAL TO THE SUCTION PIPE SIZE. SKIMMERS D0 NOT REQUIRE PROTECTION AND MUST BE DESIGNED FOR A M1NIvRJM 25 gpm. THE FOLLOWING SHALL BE LABELED WITH LABEL MARKER TAPE AT THE FILTER LOCATION: PIPES, VALVES, PUMP(S) OFF SWITCH. PIPE SIZING CHART ffiWaN r mn PIPE SUCTION PRESSURE I )4" 35 GPM 65 GPM 2" 60 105 2J4 90 147 3" 135 230 4" 235 396 FOR POOLS WITH VOLUME -15,000 GALS, PUMP: STARrrE P6E6DL OR HAY WARD SUPERB X HP 42 GPM 60' TURN TURNOVER RATE ® 6 HOURS - 360 MINS. FILTER: STARITE PTM SQ 50 GPM OR HAYWARD C751,75 GPM CAPACITY MAIN DRAIN: HAYWARD W61048E CLEANER: HAYWARD VAC LOC MAIN SUCTION PIPE SIZE _ SKIMMER SUCTION PIPE SIZE _ CLEANERNAC PIPE SIZE RETURN SUCTION PIPE SIZE • MAIN DRAINS AS OF 12-19-08 ANSUASME At 12,19.8-2007 POOL 0 MIN. GRATE OPEN AREA m FLOW/17.8 FOR VELOCITY 61/SEC EQUIPMENT LOCI TION r SPECL4,L SPA REQUIREMENTS: -MAXIMUM WATER DEPTH 4, MAXIMUM SEAT DEPTH 28", MAX, -FLOOR SLOPE 1:12 -STEPS: MIN. TREAD 10" X 12"0 7" MIN. RISER, 12" MAX, RISER EXCEPT THE BOTTOM STEP MAY BE 14" IF IT IS THE SEAT, INTERMEDIATE TREADS AND RISERS TO BE UNIFORM. IF THE SPA IS OPERATED INTERMITTENTLY IT SHALL HAVE A ONE HOUR TURNOVER, IF CONTINUOUS A SIX HOUR TURNOVER MAXIMUM TEMPERATURE 104 DEGREES. -MEET ANSI/NSPI ARTICLE XVII, SAFETY INSTRUCTION/SAFETY SIGNS. -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR MEET LOCAL CODE IF GREATER. GENERAL DESIGN REQUIREMENTS -DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF APSPACC 3, APSP/JCC 4, APSP/ICC 5, AND APSPACC 6 AND APSP/ICC 7 BASED ON THE POOL TYPE. -SEE NSPI FOR DIVING WATER ENVELOPES. -SLIDES SHALL MEET THE MANUFACTURE'S INSTALLATION REQUIREMENTS. -ALL POOLS WHETHER PUBLIC OR PRIVATE SHALL BE PROVIDED WITH A LADDER OR STEPS IN THE SHALLOW END WHERE THE WATER DEPTH EXCEEDS 24 INCHES (6 10 MM). IN PRIVATE POOLS WHERE WATER DEPTH EXCEEDS 5 FEET (1524 MM) THERE SHALL BE LADDERS, STAIRS OR UNDERWATER BENCHES/ SWIM -OUTS IN THE DEEP END. WHERE MANUFACTURED DIVING EQUIPMENT IS TO BE USED, BENCHES OR SWIM -OUTS SHALL BE RECESSED OR LOCATED IN A CORNER -CIRCULATION SYSTEMS, COMPONENTS AND EQUIPMENT SHALL COMPLY WITH NSP 50. -THE MAXIMUM TURNOVER RATE IS 12 HOURS. FILTERS SHALL HAVE AN AIR RELEASE AND PRESSURE GAGE. -PUMPS 3 HP AND LESS SHALL MEET ANSUUL1081 CORROSION RESISTANT WITH STRAINER AND MEET THE REQUIRED FLOW. -SURFACE SKIMMERS SHALL MEET NSF 50 AND THERE SHALL BE ONE FOR EVERY 800 SQUARE FEET OF SURFACE AREA. -APPROVED MANUFACUTRED INLET FITTNGS FOR THE RETURN OF RECIRCULATED POOL WATER SHALL BE PROVIDED ON THE BASIS OF AT LEAST ONE PER 300 SQUARE FEET (28 m2) OF SURFACE AREA. SUCH INLET FITTINGS SHALL BE DESIGNED AND CONSTRUCTED TO INSURE AN ADEQUATE SEAL TO THE POOL STRUCTURE AND SHALL INCORPORATE A CONVENIENT MEANS OF SEALING FOR PRESSURE TESTING OF THE POOL CIRCULATION PIPING. WHEN MORE THAN ONE INLET IS REQUIRED, THE SHORTEST DISTANCE BETWEEN ANY TWO REQUIRED INLETS SHALL BE AT LEAST 10 FEET (3048 MM). -HEATER SHALL MEET ANSI -Z21.56 OR UL 1261 OR UL 559. -DISINFECTANT EQUIPMENT SHALL COMPLY WITH NSF 50. -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR MEET LOCAL CODE IF GREATER. -RESIDENTIAL SWIMMING BARRIER REQUIREMENTS TO MEET SECTONS 454.2.17 -WASTE DISPOSAL TO COMPLY WITH SECTION 454.2.10 CLEANER LIT HAS BEEN CERTIFIED THAT THESE DESIGN LINE REQUIREMENTS ARE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 84501, 6TH EDITON 454.2-2017, ANSVAPSP/ICC 3, ANSVAPSPACC 4, ANSI/APSP/ICC 5, AND ANSVAPSPACC 6 AND ANSVAPSPACC 7, ANSUAPSP/ICC 14, ANSI/APSP/ICC 15. RESIDENCE OFFICE COPY di �^N �.A♦.J • 0 cu .9 ri 0 W � O U U •rA Pt FLORIDA LUXURY POOLS R FOUN O PIPE 5> %r LOT 357 (R PI�ITiFtCARQ �� FOUND LOT 347 L10 ��n RE�+tR6 � 0� 10 E 100.00`�' n T �_ co VUN r h� kfs asY �_�T1 /` s �l s ris.nl a 4Y �3 i i�WM 9'4t�lQC a i V FOUNO I` ' IRON PIPE NO IQEKWXATION t3� o.4J I SOUTH �24.`00 OENCHWW 17: SOUTWAV ACLIPPA. 10' 3" 3 ci lane Baro 86 h� kfs asY �_�T1 /` s �l s ris.nl a 4Y f i i�WM 9'4t�lQC a i V TO—' t3� NEW �24.`00 CO 10' 3" 3 9 f1 POOL a.� dor �°'�wo &Q .. °. Q R Y y .STORYCo"PAN ) I _ 4 CRETE yy - '✓ ` �f 1ST STORY r r LOT 348 ( L 358 V r ,f ' - CARPORT-, o r� tr,' , STORE t' ♦ /ter ,/` '...!•<�} ,, 'rte . ' f + .6: -01 - w�S6 i 01 10"W 100.00 u OUIVD 7/2' FOUND J "-- IRON PIPE IRON PIPE' FOUND f 12" NO JDE"F rCATVN LOT 359 NO IDENTI TION IRAN PIPE Los' w£ I L. 9. f4603 0.49' SOUTtf 349 IMPERVIOUS ULCULATIONS LOT AREA = 5.000,': SQUARE" FEUT 111E-5CRIPTION SOLWRE FEET BUILDING AREA 6851 PCRCH/(AN.4 FtATW'ORK I 789E 912± A/C PADS) ... 16± TOTAL IMP£'RWOUS AF'E1 — 1,8023 TOTAL DENSITY = 36.0X Oft. 6 ft. 10 ft. 20 ft. °ke SIT PKw!&A MW FACE W.P.P. E1 0-567 NAtO 88 Impervious Calculations Existing Lot: 5,000 SF Existing structures 1,802 SF Proposed work 185 SF Existing impervious 36.04% Proposed impervious 4.52% New impervious 40.56% -Existing structures include house, driveway, walkways, and AC pads — all counted at 100% Impervious. -Proposed work includes pool structure only and is counted at 100% Impervious. -No additional areas are included in the work. APPROVED This drawing is not an official survey and is tilized for new pool location. 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