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AM`1101M MAN AN PAIN aIIIa wM IM an SMAN na Ir & SUN PLAME 0000111INIANS- I On PROPM" 0 11 F�10 we I& Wat TO NA%9 VI INIAMNIM UNN QM WX ININGINARK AS U�, U� lml=HIGH WID!UNK FMAILAIM ACOMING 10 CNAP1101 ARM-110 MONUMENT 72-81-A19 NORTHING 2183631.5 EASTING 374888.1 N.MPERT"XIO" 0 LIE IN FLOW _r (Al WM==%TW PLAIN)AND FLOW ZONE-AO`M"2 FKI)AS DETERMINED FROM 7HE'%=INSUPIANCE RAIIE MAIRM COMMUNITY-PANEL APRL Q!, WEZ NO. 120075 0001 M REY= 17,IM FOR THE CITY OF ATLARM BEACK OUVAL COUNTY,FLOFADA. MR. SKINNER ASSOCIA7ES.P.L. 'ANGLE PONT 'W VAUD 31011ARM AM INE ft RA� X�W coo *r A PAWA UCIINIIII) OPPOSITE I 9JtVVM AND MAPPW DONN W. BOATWRIGHT, P.S.M. 7MVIGRAFRY UPDAIN APAIL it.2m3 fwww 01011110DAIM-AURM 0.=2 FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 ORIONAL MXINDA11Y"M MAY Z%2012 FLORIDA Lr-SURVEVM&MAPPING BUSINM N06 LB 3572 ICHECKED BY- FILE: --- kWIN BY: BOATWRIGHT LAND SURVEYORS, i DRIVE nc. _1.�00 ROBERTS JACKSONVILLE BEACH, FLORIDA IW.2012-0380;12-OM JDATE.-mwm.=_j SHEET_j_OF_L_j (904)241-B550 Existing House RICHARD SKINNER &ASSOCIATES.ARCHITECTS Consultants INTERIORS KMH Onto, led 151 0 3rd Sheet North _.Ille BeaCh,Florida 32250 15 15" 12" STRUCTURAL Lm Ponfigo&A�iaan Iw IT F 420 O—ola Ave 14" 1 �2 Wksorrville lleacA Fl.32250 16", :P�� — -�— — — — — — — — — — — — — — — — — — — — — — -J- I I +6' � -E I — Il— — ELECTRICAL a I I Haddad Engi-,*.g In. 10 11 73" 101, 2955 Hartley Rd Sube 205 14" CIVIL ENGINEER Driveway Anchor Engineering of I" 4000-11 St,Wits A— lackmville,Florida 32205 12" LANDSCAPE Be.Dinkire S,LVW."D-ip 2245 john;A—e Main jacksowAlle,Florida 322 W I House Seal 13" > -C�T /yA Grass 14" /1 Pavers 13"11 c C: W 14' a 0 14'L E: 17" 0 < U 10" Guest House LL 18 V Cz rivewa In Pool < Lawn Work Room d— ISSUE no.dar! d..*i- --4 2 4111VII CeSUBMITFAL 91, 101, 91. 3 ~3 Fir�PROW 4-' 4 7/M3 �T SEF REVISIONS date dexviption 04 Scal As indiCated 2 gC Proi:t No.: 12D8 Existing 13—by: GT Garage IMPORTANT Chedced by. RGS �EX15TING 9TE DATA OBTAINED FF!O 5UWEY BY Sheet Tide BOATWRIGHT LAND 5URV"VK'p DATEDMAMI.It.2013, Tree Existing House EXE5TING PALM TREE TO REMAIN Survey L E�xisting EX15TING PALM TREE TO BE REMOVED Sheet Nuffbff Peck k T-001 Of TREE SURVEY 0 CONSTRICTION DOW T1 ------------------- 36'-9" 1'-3" [7- < Y2" PAVER STONE BONDBEAM /S 10.rl 10_ AS PER ARCH DESIGN SEE 2 1.06 14'-4" 0 7 V). i < WATER LINE w -- ----------- RICHARD SKINNER T/CONC. CURB EL +19.96' N�ND &ASSOCIATES, ARCHITECTS V � ab 00 110� C)w I M to ED 10 1 11 1 904.387.6710 —chltet— . 0 1 i CMU OPEN BOTTOM --#IA26001539 61 w ----------- -w POOL LINTEL BLOCK BOND BEAM < < M I < w/ 1-#5 CONTINUOUS Consultants FL SEE 6/S1.06 ^A-A to INTERIOR DESIGN KMI4 Design Jacksonville Beach, IN J- FL 5 '06 L SEE 9 7� 1/S1.06 POOL URADE BEAM CIVIOL4 2E4N 14NEER ------ SLAB, SEE 3/S1.02 BEYOND TBO 39'-3" 1'-3- (SLAB EDGE DIM.) F TYP MECHANICAL & ------- X-1-3\ SECTION ELECTRICAL ENGINEER SCALE: 3/8" 1'-0" TEID J POOL PLAN STRUC.TU B ENGINEE L.'. �o 045LA550WLS,INC. SCALE: 1/4" = V-0" 12" FRANGIBLE CMU WALL 420 0SCEOLA AVE, W/#5 VERT. BARS 0 DOWEL BARS JAX BEACH FL,32250 T/PILE VA 'ES AS SHOWN ON DETAIL 7/S1.03 904-242-0908 'R SEE P-L�A _,,--(3 REINFORCED AND GROUTED Seal 39'-3' 1206 FOOTING w/lx4xl2"19 FILLED CELLS EACH PANEL). BEND OVER BARSF,- EMBEDDED INTO FOOTING BELOW. 10" KEYED JOINT AT 4'-8" D.C. 37'-7" INTO GRADE BEAM/SLAB - PROVIDE 4-#5 REBAR. BREAK - REBAR AT JOINTS, SEE A E LIN -- DETAIL 3/SI,03 SIMILAR PAVING, SEE ARCH 5'-0 1'-6'.l'- J- I 2:H 1.-C - 11A V-6' IC4 10 < > Ny Z14. AUGER CAST PILE -4 -H 10 wl 6-#5 x - LONG wl POOL 'I #3 TIES 0 12" oc SECTION (D ---------------------- ------ -- go I--T 0 TYPICAL POOL 8" CONCRETE POOL r6--'\ MASONRY SCREEN WALL > ANCHOR PILE SLAB, SEE 1/SI,06 \�Loy SCALE: 3/4" 1'-0" < Z SEE GRADE 3/S1.06�7 ELEVATION BEAM SECTION BEYOND SCALE: 1/4" 1'-0* 1.-0. Q) M \kL.yO SCALE: 3/8- 1'-0" > M Ln ',4 U-) #40 12- O.C. -10" < EX TYPICAL T A D STEPS AT EDGE 10" STRUCTURAL CONCRETE N POOL SHELL WALL ISSUE 10" no date description 1 1112lr12 PRELIM.FIRICING 2 W5113 KRMIT SET 8" STRUCTURAL #5 0 8- D.C. TOP 'ILE SEE DETAIL 3 3f7113 REVISIONS CL 1/3 SPAN TOP REINFORCING CONCRETE SLAB 1/SI.06 FOR 4 3122113 ZONINGREVIEW #4 VERTICAL 0 8- O.C.,--- I)J" PAVER STONE 1/3 SPAN TOP REINFORCING FI/3 SPAN TOP REINFORCING REINF. (TYP) - CENTERED, ALIGNED wl AS PER ARCH DESIGN 5 412n 3 BUILDING REVIEW SLAB REINFORCING 8 STRUCTURAL C 2-#4 SUPPORT PAVING, SEE ARCH C"ONCRETE SLAB #5 0 B" 6 7/24113 PERMIT SET V-0. 2-#4 SUPPORT #4 HORIZONTAL 0-// Tlu�%IRTDP 8" S REVISIONS /-6k+19.96' NAVD CONCRETE SLAB 12* D.C., CENTERED 00 7 . 'f .� � �'V� . . . . - 2-#4 SUPPORT no date descriptio 00 1 144. INFORCING _C_ Top 2 -7EA. WAY 8 6" WATERLI�NE--- 4 TI LE #5 0 8- O.0 #5 0 R" EA. WAY BOT. 3" OT. BOND BEAM W/ 4-#4 4 #5 6 8- O.C-- C WAY CONTINUOUS AROUND BOT #4 VERTICAL *-// I \-EA. P EREMETER (TYP) CLR SEE 1/SI.G6 12" D.C., CENTERED 10" #4 HORIZONTAL 0 30*.20" GRADE BEAM OR D OVER VERTICAL #5 Scale: 30"X20" GRADE BEAM AUGERCAST PILE REINFORCING VVI%" 1- INTO GRADE BEAM/SLAB 12" D.C., CENTERED w/5-#5 TOP & BOTT. & Project No.:1208 #3 STIRRUPS 0 12- D.C. #3 STIRRUPS 0 12- D.C. b U Drawn by'. 2'-6- 4"o' ANCHOR PILE, SEE 5/S1.06 2'-6" (1TYPICAL 8 LOCATIONS) K Checked by.RGS w/5-#5 Top & BoTr. F GRADE BEAM, TYPICAL EDGE DETAIL 30"w x 20"d STRUCTURAL Q !ADE BEAM AT MIDDL 2'-6" SEE PLAN Sheet Title 30"w x 20"d STRUCTURAL GRADE BEAM AT EDGE SEC11ON SEC-nON SECTICR"---- SEC"nON POOL SCALE: 3/4" 1'-0" SCALE: 3/4* 1'-0" SCALE: 3/4" SCALE: 3/4" V-0" PLAN RKVM'VMD FOR CODE COMPLIANC& Sheet Number Lou PontlSo and CITY OF ATLANTIC BEACH Associates, Inc. ST R LICTURAL ENGINEERS P SEE PERMUS FOR ADDIMIONAL S1 . 06 REQUIREMENTSAND CONDMONS. W[Aj 420 Osceola Avenue lax Deach,Flodda 32250 Ph.904-242-Mg 8 of 18 9-J 3-/-1 DATE:97 FL CA#9344 SQ CA#3579 REVIEWED BY: FIE�� NOT FOR CONSTRUCTION -G04ERAL NOTES FOR POOL PLAN.SIZE.DECK EXTENTS.SPECIAL DE I AILS.SEE COtqRACTOfrS POOL PLAN 11 ALL POOL CONSTRUCTION SHALL COk4Pt Y WITH FCORIDAGUItOiNG CODE BUILDING 2007 AM FLORIOA LADDER BUILDING CODE RESIDENTIAL.ZW7 TOGE THCR VIATH LATFST Rf-AS#oNS AND ANSIft4SpI NATIONAL STANDARO-5 FOR RESIDENTIAL lNGROU"O SV'AMM'NG POOLS AND ANSMSPI NATIONAL STANDARD-3 FOR PERMANENTLY INSTALLED RESIDENIIAL SPAS AND UIE NATIONAI ELECTRIC CODE-LATEST, K41NIMUM REINFORCEMENT X3 SEE STRUCTURALNOrE 5 CROSS 3 Att POOL PIPING 10 BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHCRWISF rypcAL POOL I TOG OFEP NO IEO� 13ARS SPACED 12"0 C E.W BRACE THE OF-SIG14 ENGINEER ASSUMES NO RESPON;Stoitj I y FOR P1001 CONSTRUCTION IN EASEMENTS OR TYPICAL RECOMMENDED REQUIRED SETBACK ARC-AS. POOL CONTRACTOR ANDwOR 0%%"ER Sj_jALL VEWy LAY T OUT AND ALL DIMENSIONS SHOWN PRIOR TO CONSTRUCTION 5 C014TRACTOR SHALL OETERLINNE LOCATION Of ALL UTILITIES IN RELATION TO POOL AND ITS EQUIPMENT AND SHOTCRIETE SYFPSOA ENSURE MINIMUM CLEARA&CEINACCORDANCE vdi"LOCAL REGULATIONS AND ORDINANCES_ 111141CHES AS NEEDED PREVENY UNAUTHORIZED ENTRY INTO POOL AREA, 6 CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FEW ING AROUND CONSTRUCTION ARFATO ESCUTCHEON PLATE 3--G' 7- IF A WATER SUPPLY IS PROVIDED.A MINIMUM 3-ATMOSPHERIC BREAK VAL BE PROVIDED. \-WATER a ALL STRUCTURAL,FILTRATION.AND ELECTRICAL OE TAILS OUTLINED IN THESE DRAWINGS ALSO RELATE TO LEVEL SPACONSTRUCTION- FORPOOL ANCHOR SOCKET OC.CT 9 ALL POOL A"O SPA HEAYCRS SHALL BE EQUIPPED V,4Tt4 AN ON OFF Sv%AyCH L40UNTED FOR EASY DEPTHS GREATER THAN 7" RADIUS ACCESS 10 .1 �I.LEII.T. EXTRA TRANSVERSE ALLOW THE"CATER TO BE SHUT Off WITHOUT ADJUSTING IHC THERMOSTAT SETTPIG AND CE TO ALLOW REINFORCEMENT-83 lorLENGTH UNDISTURBED RESTAR TING WITHOUT RE-UGHTING THE PILOT LICA41 ME S SPACED ON 12ZCENTERS SOIL 4HO VOIDS) io� TO EMPTY THE POOL FOR ANY REASON LADDER TREADS -THE HYDROSTATIC UPLIFT PRESSURE MUST BE ELIMINATED THE BETWEEN MAIN BARS- SHALLOC OVONER MUST CONSULT A CONTRACTOR FXPERIENCF 14--14r _O IN ELIMINATING UPU"PRESSURE- CONTRACTOR CENTERED ON TRANSITION(MAY SHOULD CONSIDER VISTAS LADON Of GRAVEL BED WITH UNDERD"N PUMPING S'ySfEM IN AREAS V%4ERE RUBBER BUMPER SLIP-RESISTANT BE ELIMINATED IF NO P GROUNDWATER COULD RESULT IN UPLIF I PRESSURES THAI COULD FLOAT POOL OUT Of THE GROUND., TRANSITION EXISTS) ll� THE RESIOENTIAL SWIMMING POOL BARRIER ANDtOR ITS ComptIANT SAFETY COMP ONENTS SHALL BE IN PLACE PRIOR TO FILLING OF THE POOL. FRC R4104.17 —4 I__ 12. CODE`VIOLATIONS FOUND DURING INSPECTION ARE REGUIRED To BE C ORRCICTIEO_ PLAN/PlERMIT ISSUANCE LONGITUDINAL P010L SECTION DOES NOT GF"y APMOVAI.OF A CODE VJOJ_ATION� 2007 FPC log LADDER DETAIL -I NIS Tyl r DETAIL 13. A HYDROSTATIC RELIEF VALVE SHALL BE INSTALLED IN P004-S LOCATED IN AREAS VVHERE THE GROUND N T_S_ WATER TABLE OR POTENTIAL PERCHED WATER SNITERSUCTS THE POOL OUR(NG ANY PERIOD OF ANY GIVEN YEAR- STRUCTURAL NOTES ADJUSTABLE FLOOR INLET. I ALL RFINFORCtNG STEEL TO CONFORM TO ASIM 6J5 GRADE CM SHALL ON 40 RE#NFOA G BE#3 BARS AT 12- A"ER FULL CLOSE,BACK OPEN CENTER EACH WAY WI T14 15LAP JOINT IN WALLS AND FLOORS Up To 6 FEET DEPTH BEyVVEEN TAND I(r. FINISHED POOL 112 TURN.(FLOOR INLETS SHALL USE93SMSAT G-Off CENTERVIERTICALLY IN THE AREA OVER 6_NOTE -------- APPLIES 10 NORMAI_ -FLOOR BE FLUSH VATH POOL FLOOR) THE FOLLOVIA"G TABLE PROVIDES MAXIMUM FLOW NO"-EXPANSIVE SOILS ONLY- NORMAL SOILS ARE ASSUMED 10 POSSESS F L4V NT tO SSUR _O ALC FLU FIRE E I HROUGH PVC PIPE WITHOUT EXCEEDING THE MAXIMUM OF 35 PCF AND UNIT WEIGHT OF 120 PICF. IF CONCRETE IS CAST AGAINST BARE EARTH VIATHOUT STANDARDS FOR VELOCITY(UTISC-Cy SEPARATION BARRIER.MINIMUM COVER SHALL BE 3-.WITH A ELARRtER(STEEtTEX)BETwCEN CONCRETE AND EARTH.MINIMUM'COVER SHALL BE 2 Tis -i— - - - PIPE SIZE 6 FTfS a f 10 FT/S 2� POOL WALLS SHALL BE M(N_6-THICK AND FLOORS SHALL BE MIN G'THICK AND SHALL BE PNEUMATW-ALtY APPLIED CONCRETE W!TH A COMPRESSIVE STRENGTH OF 3 000"IN 28 DAYS-C ONCRETE DECK SHALL BE V 16 GPM 21 GPM 26 GPM 2.500 PS4. COW-RETE CONSTRUCTION WILL CONFORM TO ACl STANDARD 318 MINIMUM WALL SS SUPPL Y HEADER THICKNE MUST OC INCREASED FOR DEPTHS GREATER THAN 87(r. ly'- 37GPM so GPM 62 GPM NOTE APPLIES To 14ORMAL-SOILS ONLY. 3 POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SA" D V%"C"SHALL BE COMPACTED TO PROVIDE A 2- 62 GPM 62 GPM 103 GPM STRUCTURALLY SAFE BEARING CApAClry ANY UNSUqyAjBLC Aj R E D IN E)(CAVA E IAL NCOLqaERC T)ON SHALL BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL SE BACKiFtLLED WITH tILOOINECIRETE CHCASEMCM OCCURS ZK_ 68 GPM IITGPM 146 GPM YEQ ACCEPTABLE MATERIAL Otk Y AT THE RE TI.RN FIYYING AND PROPERLY COMPACTED. WHERE UNSUITABLE MATERIAL CNNNOT BE REM O�THE POOL T BE REDESIGNED OVE MUS 3- 138 GPM 181 GPM 227 GPM CENS *% 4 SOILS SHALL HAVE-MINIMUM BEARING VALUF Of 1000 PSI, SI: 4- 234 GPM 313 GPM 392 GPM 4� _ISWp FORFREESTANDiNGWALL. POOL FLOOR INLET DETAIL THE CONTRACTOR MUST PROTECT EXISTIW,STRUCTURES FROM FAILURE BYACCEPTAOLF MCTHOOSfF JrY FOR THE SAFETY Of EXJSyjNG —6'- 5.34 GPM 712 GPu 9W GPM 1`40.6519 REQUIRED- THE DESIGN ENGINEER ACCEPTS NO RESPONS41311 N_T,S STRUCTLARES_ SCI-1,40 PVC PIPING ONLY- ACTUAL PUMP SIZE VALL VARY SHOTCRETFz(WET OR DRY)SHALL BE PROPORTIONED AND PLACED ACCORDING to VOC SECTION IqZ2 AND OEPEN04NG ON THE PUMP SPECIFICATION AND THE TOTAL 2 ACI 506, CEMEW TO AGGREGATE.IN DRY WEIGHT DYNAMIC HEAD FOR THE SPECIFIC POOL NEEDS- _SHALL NC)T BE LESS THAN FIVE 10 ONE_ SHOYCRIETE SHALL NOT BE APPLIED IF AMBIENT AIR TEMPERATURE IS LESS THAN 4OF AND FALLING.OR IF STATE OF TEMPERATURE IS GREATER THAt4 100F_ NEVER APPLY SHOT CRF TC IN HEAVY RAIN- 8 SUBSTRATE SHOULD BE FOG-SPRAYED WITH WATER PRIOR T40 SHOT APPLIC TjD 0 ALLOW a CRETE A 14Y '64 OR%Vt'e* HYDRATION AND LIMIT RAPID ORY94G OF CONCRETE,AND To COOL REINFORCEMENT STEEL 3 lt:� 9. OR IF-FILD IS TO BE POURED AND WALLS CONSTRUCTED WITH SHOICRIETE_THE FLOOR SHALL BE POURED PRIOR TO CONSTRUCTIOt4 OF THE WALLS, FOR S"OTCREJEWALtS.APPLICATION SHOULD COMMENCE IN CORNERS A"C)WORK TOWARDS THE CENTER OF THE POOL. WATER L I EVEL(CENTER 10 IF EXPANSIVE SOILS(CLAYS)ARE ENCOUNTERED.THE SIDES AND OOnoM OF THE POOL EXCAVATION LINE OF SKIMMER) =TE. I]. MUST BE IN U04ST CONDITION IMMEDIATELY PRIOR TO PLACEMENT OF SHOTCRf PUN 21PUM ONK TUR rRft TH9 WAI REINFORCEMENT STEEL SHALL MEET ASTM A61S_40. LAP SPLICES SHALL BE At LEAST 4()BAR DIAMETERS, 31CMIM DAT9 Olt=2 VrrwlTv9 ALL BEMDS MUST BE SHARP. UBC SECTIONS 1907.1912 AND 1924 SHALL BE USED AS A GUIDELINE. SPRING LOADED VZERTICAL 12. LAP SPLICES SHALL BE STACKED INLINE WITH SHOTCRETE'.�RAy DIRECTION.Noy DE y- V, mu of k mAjolt rw9m&Buamqc RESIDENTUL ST -8 SIDE CHECK EQUALIZER VALVE com CRAWA VOK20cm 19 900M PERPENIDICULAR TO SPRAY. 13 REBAR PLACEMENT SHOULD BE SUCH THAT THE DISTANCE FROM THE INSIDE SHOTCRIETE FACE To REBAR To Puw SUCTION, GENERAL NOTES AND SHOULD BE A MINIMUM OF THE TOTAL S"OTCWTE THICKNESS MINUS 3, DOLE J_KELLEY,JR 14 D EJUTAILS IN AREAS WHERE THE STEEL REINFORCEMENT IS FORCED TOGETHER DUE To C VATUREOFTHEWALL., 94 BAR MAY BE SUBSTITUTE UR _0 FOR 2-63 BARS IN ORDER TO MAINTAIN A MINIMUM 2.5 INCH SPACING� NOTFSi TtNG STRUCFUAL E14GINEER 15 UP TO 7-DIAMETER PIPING MAY BE PLACED IN THE 1_0WCR OUT SIDE CORNER Of THE BOND BEAM I. SKIMMER SHALL BE VENTED TO ATMOSPHERE THROUGH OPENINGS IN THE LIO.THROUGH AN CONSUL PROV4000 A MINIMUM OF 1.5 INCH CLEARANCE IS MAJNT AINED BE EN THE PIPES AND ANY P LEL TWE ARAL ENGINEERED VENT PIPE.OR INCORPORATE AN EQUALIZER LINE- LIC-46519 RCINFORCFMENT_ 2 EQUALIZER LINES.WHEN USED,SHALL BE LOCATED ON THE WALL WITH THE CENTER NO MORE THAN Ifr 16 AN ENGIWER SHOULD OF CONSMYED IF UNUSUAL CONDITIONS ARE ENCOUNTERED, BELOW THE MAX-OPERATING LEVEL- IT SHALL M NOTECTED BY A LISTED COVEPJGRATE. 964.396:5885 17 If A RMSEO BOND BEAM EXCEEDS 2W AND SERVES AS A RE-I AINING WALL FOR SOIL - THE RAISC:O PORTION 3 WHEN USED.VACUUM CLEANER FITTINGS SHALL BE LOCATED IN AN ACCESS413LE POSITION AT LEAST 6' S"OULO HAVE WAILL DRAINAGE INSTALLED TO PREVENT BUILOUP OF HYDROSTATIC PRESS S. AND NO GREATER THAN le-BELOW THE WATER LEVEL AND BE FITTED WITH A SELF CLOSING.SELF URE LATCHING F1 FTING IN ACCORDANCE WITH tAPMO SPS 4. 18 CONTRACTOR SHOULD CONSIDER INSTALLATION OF UNDERORAin SYSTEM VO4ERE GROUNDWATER LEVELS PROHIBIT SAFE ORNNING OF THE POOL VIA T"OUT FLOATING. SKIMMER AND VACUUM FITTING DETAIL ov"G.By NOT To SCALE SHEET 1 OF 5 ApvAo%1fo 3-MIN(TYP E XPANSION JOINT DECK s VINYL DECK S Irr WFlITE VINYL i0smy WATER LINE TILE- TILE STRIP(241A FOR PAVER GLAZED.VAN-4- DECKS) CONCRETE DECK(OPTIONAL) SEES yRUCTuRAL NOTE 15 ALTERNATE LOCATION Of WITH SLIP RESISTANT TOPPING BONO BEAM REJIN.. BONO BEAM BAR MP) ON COMPACTED GROUND WITH BARS(TYP.FOR ALI ALL ORGANIC MATERIAL BONO 6 1 REMOVED.4-THK.WITH FIBER MESH.6"' TYPICAL WALL RETURN.OR VACUUM FITTING.VATH z z 0:3 3 EA 03 REEIAR CONT"JOUS 16 WATER STOP FLANGE 00 CANTILEVER DECK DETAIL COPING DETAIL LAIP SPLICES AS NECESSARY 0� LIGHT FIXTURE < NA.S N.T S. LAII VINYL ON JOINT TATE --01115 L VT.(,_OF 'CAM RE , 343 "A BAR (T FOR EAMS1 Z Z 0 NICHE R 6'WHEN H=X-(r RADIUS INCREASES 6'FOR EACH V OF DEPTH�5-0- R=TAr WHEN H=6-0' RA04US INCREASES V FOR EACH I*OF DEOYR�6-0- QUARTZ AGGREGATE PLASTER FINISH 83 RES"4@ 12-O-C.ff.W- SS40TCRETE WALL EXPANSION JOINT DECK SLAB MIN-COVER-T-(EARTH SIDE).2,-(POOL stocl TI-vCKHESS BEND DOWN -93 BOND BEAM a4ps H.T-S- TYPICAL POOL WALLSECTION S3 BM 8M.40NIDI SCALE:N T�S AS SHOWN F-61 3-93 MINIMAL BOND BEAM SKIMMER DETAIL SPA WALL wy—s NOTE MAYBELISEDWITH %fAiSUMUM SCHEDULE SAND.GRAVEL-OR ROCK '000�t 1%, S. EQ Solt CONDITIONSONLY. DEPTH OF C()Nc:RETE WATER THRCKNESS; E INCHES Ns z WATER ALTERNATE 30 6-MAX- IZ' 6 TROUGH PLUMBING No.6519 LOCATION SEE SPA WALL SCH. AT GRADE AT GRADE SEE STRUCTURAL 40 NOTEts 4.5 to STATE OF 14(k Z I A' 2 WATER OR ELEVATED 4 0 50 to to *# pr R ;D TROUGH I I % VIERTICAL HORtZ-REM.83 BARS 2- -\ L a I lQ00ftj",** REIWORCEMENT 03- OC-"FlR((S7AHOtHG WALLS 'q TYPICAL REANIF OR 12 INCH CENTERS. VERT.REINF.SEE SPA 12'O-C-E.w- NOTE:GREATER WALL WALL SCH. I THICKNESS(T)OR pug Imm om Tw rmu m Y C 0 E AI L RO C _W ,K DOUBLE CURTAIN waillm sm OR Tm moci= suclaeoc REINFORCEMENT MAY TIM w a*AM nammA BE USED IF REQUIRED SHEER DESCENT DETAIL con auWA vocamn w goo= RESMENTIAL FLOO' 3.F CONT To= FOR AF-STHET"OR p r g NTS- STRUCTURAL DETAILS PLUM8*4G FLOOR REINF-CONT. DOLE I KELLRY,JR FROM SPA TO POOL MIN.16LAP EITI-EIR C0NSUL"Wj"-,WjUUAJ-Et4GIHEIER SPA DETAIL DIRECTION LIC#6519 N'T�S, 9049365-935--_ (MG By Not tO SCALE SHEET 2 F 5 Af�Ro%&o T(r#AIN�(EDGE OF OUILIFT) TG_MIN.(EDGE OF 04JULE-T) so-MIN (EDGE OF OUTLET) SINGLE UNBLOCKABLE CHANtAF-L OUTLET TO SINGLE PUMP OUTLETS IN PARALLEL TO ONE PUMP OUTLETS IN PARALLEL TO DUAL PARALLEL OUTLETS TO TWO PUMPS PUMPS IN PARALLEL NOTES: 1 DUAL OUT-LE FS SHALL BE SEPARATED By MINIMUM 3 FEET FROM OUTSIDE EDGE To OUTSIDE EDGE OF OUTLET. 2 TEE ON THE SUCT"MANIFOLD Sf-RVff4G THE OUTLETS SHALL BE LOCATED MIDWAY BETWEEN TIHE OUTLETS vkATm FLOW OUT T "OFT I E SINGLE UNBLOCKABLE CHANNEL OUTLET TO PNO PUMPS 1 THE FLOW RATtNG OF EACH COVER/GRAFIE SHALL BEAT LEAST EQUAL TO THE SYSTEmrS MAXIMUM FLOW RATE. OF HE BRANC HE E 4. OUTLETS MAY BE LOCATED ON SEPARATE PLANES IN LIEU OF THE 3*0-SEPARATION REOLNREuEmT T_E_ONE(1)ON THE BOTTOM AND ONE(11 ON IF IE VERTICAL WALL-OR ONE(1)EACH ON TWO(2)SEPARATE VERTICAL WALLS SHIPE DUAL SUCTION OUTLET ARRANGEMENTS 3V PAIN.(EDGE OF OUTILM YIT MIN-(EDGE Of:OUT" SO-MIN-(EDGE OF OUfLEn LARGE UNBLOCKABLE OUTLET Of ANY SHAPE TO SINGLE PUMP NOTES: I SINGLE CHANNEL OUTLET' TOR GREATER IN WIDTH AND 31-OR GREATER INLENGTHI(APPUESTO PERFoRAyEoAREA):- 2 SINGLE UNGLOCKABLE OUTLET: SHALL BE OF ANY SIZE AND SHAPE SUCH 99TH PIERCIENTILCM(A_T MALE CANNOT StA46WNT�Y BLOCK IT TO THE EXTENT THAT ITCREATES A BODY SUCTION vA TH CORNERS OF RAOv_tS 4-- ENTRAPMENT HAZARD- THE TORSO IS REPRESENTED AS A RECTANGLE IT X 23 SINGLE UNBLOCKABLE SUCTION OUTLET ARRANGEMENTS 7-9w BEND oyp� VELOCITY 6 FT IS ScHoo 2'TEE OF 2) SCH 40 I r MR GAP(MIN-)SEE SUCTION PIPE MAX FLOW MAX FLOW OUTLETS IN PARALLEL OUTLETS IN PARALLEL OUTLETS IN PARALLEL NO fE 8 DIAMETER (GPLq (CPM) SYMMETRIC PIPING ECCENTRICALLY TAPPED PIPING LOOPED PIPING T C.3 55 2 IJT 90 79 3- 138 124 UOTES� mAximum UNDERWATER 1. THE OUTERL40ST OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROuOUTStDE EDGE TQOUTSIDE EDGE OF OUTLET 238 215 2- TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL BE LOCATEDMIOWAY BETWEEN TVY0OF THE LENGTH Of VENT PIPING:30 W 488 OUTLETS VIAMFLOWOUT OF THE MIANCH OF THE TEE. FEET FROM TEE ON 3 THE SUM OF THE FLOW RATINGS OF THE COVIERSIGRATES SHALL BE AT LEAST TWICE THE SYST I L I EMS MAX MUM F OW RA E SUCTION PIPING TO AIR GAP SCREEN VENT TO PROHIBIT INSECT ENTRY OR CLOGGING- LABEL VENT AS FOLLOWS:-POOL oo!o KE '_ 4"' THREE-ORWORE SUCTION OUTLET ARRANGEMENTS SuCTjON OUTLET SAFE rY DEVICE-00 NOT HANDLE- N t os-,0 .0 NOTES: TO suc TiON PIPING r VENT PIPING 1: No.6". 19 DEBRIS OUTLE41 MhOUWIED 1- ALL COVERSIGRATES SHALL COMPLY WITH ANS41ASUE Al 12-19.8-LATEST.'SUCTION FITTINGS FOR USE tH IN POOL FLOOR a SV'AMMING POOLS,WADING POOLS.SPAS AM HOT TUBS,-RECOMMENDED:GRATES SHOULD BE*isTALLEo VENT LINE DETAIL g WITIN SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM VELOCITY OF 1.5 FT6 THROUGH THE GRATE(S)- 2 SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH ANSUAPSP-7 S .0 *. STATE OF LAYEST_THE FOLLOVANG METHODS To AVOID ENTRAPMENT ARE IN ACCORDANCE WITH ANSVAPSP-7: A)SURFACE SKIMMING OR OVERFLOW SYSTEMS THAT PROVM)E 100%OF THE REO"RED SYSTEM FtOw DUAL C .01 SU I"OUTLET SYSTEMS.Q THREE-OR-MORE SUCTION OUTLET SYSTEMS:0)SP4GLE UNDLOCKABLE SUCTION OUTLET PLIX Zug=4wg ym rwm THE mcnim TIM 04 I= ErrecTin 0 SYSTEMS.E)SIINGILE OUTLET SWIM JET SYST7EMS-F)SINGLE OUTLET-ALTERNATIVE SYSTEMS(IN SEE NOTE I BELOW DAn OF A NAM FUMM BUOMW ACCORDANCE WITH A14SVASUE A112-19-8-IATFST ANDASTM F2387-04),G)GRAVITY FLOWTO AVENTED RESIDENTIAL Can CRANCZ lEacm"m 13 900t= COLLECTOR TAW.H)OUTLET SUMPS W SERIES.1)OR OTHIER MEANS THAT MEET THE*ffEWS AND REQUIREMENTS Of ANSIlAPSP-7AW IS APPROVED By THE AUTHMTy HAVING jURtSDICTION SUCTION OUT ETT 3. BRANCH SUCTION PlIPING(DEFINED AS THE PIPING SERVING THE SUCTION OUTLETS)SHALL BE SIZED To ALLOW MAXIMUM VELOCfTYOF SIX(6)FEET PER SIEC40ND WHENONE OF APf ISO 0 CIRCULATION LINE TO LEM DOLE).KELL rL-Y,A 4R LOCKE -ALL 017HER CANISTER I RECIRCULATION NOTES AND DETAILS SUCT#0N PWtt4G SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF EIGHT(8)FEET PER SIECONO_ 4 POOLS OR SPAS SHALL NOT BE OPERATED IF SUCTION OUTLET GRATE IS I ROK PUMP M SSING.8 Ek OR LOOSE. 5 SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWN THROUG"THEM SIMULTANEOUSLY NOTE: MINIMUM PIPE LENGTH 18- CoNsumiqQ STRUCTUAL ENGINEER THROUGH A COMMON LINE To THE PUMP, uc 415�519 1� 6 SUCTION OUTLET PORI MUST BE SAME DIAMETER OR LARGER THAN SUCTION PIPE EXITING OUTLET. 1, ONE OF THE FOLLOVVING OPTIONS IS REOUIRE0()ETVWEN THE DEBRIS SUCTION OUTLET AND IHE PUMP. A) 7 FIELD BUILT SUMPS SHAJ t BE CONSTRUCTED SUCH THAT THE OPF "G HE IFIE V41 904-39'6.5ags _M OF T SUCTIONF, LL BE No ONE 41)ADDITIONAL SUCTION OUTLET VIATH A LISTED COVFRIGRATE LOCATED A MINIMUM OF Ilr FROM THE CLOSER THAiN;15 TIMES(TS JINSIDE 04AMETER FROM THE BOTTOMOF THE COvERfGRATEOR SUCH THAT yHE TEEINTHESUCTIONUNF TO THE PUMPJS):8)AN ENGINEERED VENT SYSTEW Q A LISTED MANUFACTURED SUMP IS OF THE DESIGN SPECIFIED BY THE COVE MANUF R ON R SAFETY VACUUM RELEASE SYSTEM- _RtGRATE ACTUQf- TOC I OLFLOWTHROUGH THE OPEN AREA OF IF CE C0VERfGRATf_ OUTLET SUMPS IN SERIES NOT ro sc.LE SHEET 3 Of 5 APPIjCrVE0 SY z TRANSFORMER REQUIRED FOR NOTES I GROUND AND BOND ALL POOLS ANO RELATED E("PMENT IN 10 GROUND FAULT CIRCUIT ACCORDANCE WITH NEC ARTICLES 250 AND 680 ELFCYRICAC Low VOL TAGE INSTALLATIONS 014LY CONTRACTOR SHALL COOROINATE WITH GENERAL CONTRACTOR TO 114YERRUPTER THEN TO POWER ENSURE THAT ALL ME TALLIC PARIS OF THE POOL STRUCTURE.INCLUOfNG SOA IRCE VVI H-1 TRANSFORMER 4 IL41N THE POOL SHELL AND OECKREINFORCING BARSAND ALL OT14CR METAL PARTS ARE 80HOEO PER NEC ARTICLE M AND 680. BOND TOGETHER X. JUNCTION Box REI"FORONG BARS USING STEEL TIE WIRES. BOW ALL METAL PARTS TO POOL REINFORCING BARS USING itil AWG COPPER WIRES. THESE METAL ............................................. 4444444 RIGfO-IMC OR NON METALLIC PARTS INCLUDE,84JY ARE NO r LIMI TED TO LADDERS CONDUIT RAILINGS.PjPtNG- CONOUlf.METAL DOOR CRAMES AND ME TAL PARTS VIATHIN 5 OF INSIOE I %VALLOFPOOL. CONNECTION SHALL BEEXOCHERMIC WELD USTEO 300 WATT I REFER to BRASS OR NON METALUC NOTE 4 CONOL11 I OR APPROVED PRESSURE CONNECTORS OR CLAMPS AS APPLICABLE. GR04JND STEEL VUWERvv,,,FER % 0 T MIN�FROM INSIDE WALL COLUMNS PE.FOR TOWERS OR SLIDES)PER NEC ARTICLE ZW AND 680 LIGHT EQUIVALENT AND WPA 760. IF RE WFORCING BARS APX-ENCAPSULATED WITH A NON CONOMTVfE COMPOUND.CONTACT EW31WER BEFORE PROCEF004G 300 WAFT UNOERWATFRLIGHTS SHALLBENEC. 2 THIS ELECTRICAL W45TALLATION SMALL MEET ALL REOUIREMENTS Of NEC APPROVED A94D SHALL FEATURE STAINLESS STEEL ARTICLES 250 AND 600. IN ACCORDANCE WITH INS.UNDERGROUND FORMING SHELL W TH BRASS MOUNTING RING. VVIRING SHALL NOT BE PERM TTEO UNDER THE POOL OR Vw4THIN 5 SHEU SHALL HAVE A I-NPT CONOUl I VAIN OPENING HORIZONTALLY FROM THE INSIDE WALL OF THE POOL UNLESS THtS WIRING PACKING GLAND.LIGHT SHALL BE HOUSED IN A IS NECESSARY TO SUPPLY POOL EQUIPMEM PERMITTED BY NEC ARTICLE STAINLESS STEEL ENCAPSULATION BOLTED TO A CHROME PLAYED FACE R94G FOR COMPRESSING OF 680 ALL RECEPTACLES SHALL BE LOCATED AT LEAST 19 FROM THE INSIDE 601110ING CONDUCTOR. A 360-DOUBLE WALL SYNTHIETIC GASKET WALL OF POOLS- ALL RECEPTACLES VATHIN 20'OF THE POOL SMALL HAVE GFCIPROrb-�TION. ADDITIONALLY.ALL UNDERWATER LIGHTING SHALL BE REFER TO NOTE$7 GFCI PROTECTIEb--MOUIN TING HEIGHT FOR ANY LIGHT FIXTURES SUSPENDED OVER POOLS SHALL BE NOT LESS THAN IZ ABOVE MAXIMUM WATER LEVEL. SS LIGHT FIXTURE&W-14E W COMPRESSION HUB a 30MV.12V LAMP OR 120 VAC VW GFCl PER NEC 3- IF APPLICABLE.PROVIDE 9 12 AWG CONDUCTORS AM GROL440 FOR IZV x UNDERWATER LIGHTING CIRCLn rS LESS THAN 8'IN LENGTH, FOR 32V 88 AVYIG PRESSURE GR ciaw fs ir TO 16 IN LENGTH.PROVIDE SO AVYG CONDUCTORS M40 ------------------- --1 - CONNECTOR TO COMMON ------- GROUND- FOR 12V CARCIA IS GREATER THAN 15.eM LESS T14AN 25 IN 00f,10ING VVITH RC-IWORC44G LENGTH.PROVIDE 96 AWG CONDUCTORS AND*6 GROUND, NO 1 2V REFER TO NOTE#6 ____ F ?TEQ 013 PLUMBS�--.-,. CIRCUI T SHALL BE MORE THAN 25 IN LENGTH. POOL LIGHT DETAIL 4 ELECTRtCAL C094TRAC TOR(F-C)-SMALL INSIALt NO FEWER THAN ONE TYPICAL SiAtIMMING POOL BONDING GRIG PLAN X8 AVVG COPPER WIRE - - 125-VOLT 15-OR 20-AMPERE RECEPTACLE ON A GENERAL PURPOSE TIMECLOCK 8RANaA CIRCUIT- RECEPTACLE SHALL BE LOCATED NOT LESS THAN 10 FROM AND NOT MORE THAN 20 Fr.FROM T#-IE INS40C WALL OIF THE POOL THE RECEPTACLE SHALL BE L04CATEO NOT MORE THAN 6 FT,6 tfL ABOVE TO SERVICE THE FLOOR-PLATFORM.OR GRADE LEVEL SERVING THE POOL- f I ffijwyI0N SPSY BOX TOGGL.E 5 RECIRCULATION PUMP SHALL BE ELECTRICALL Y INTERLOCKED W TH SWITCH CHEMICAL EQUIPMENT,IF APPLICABLE. 4-MAN WR Disc 6, AN EQUIPOTENTiAL COMMON BONDING GRID IS REQUIRED FOR ALL PAVED 3'X T S0 G P'SC 66 1 WALKING SURFACES V\4 THIN THREE FEET Of THE INSIDE WALLS Of:THE POOL AWNCIR SPA FOR THE ENTIRE POOL PERIMETER.THE 40NOING GRID PUMP MAY BE COMPOSED OF STEEL REINFORCING RODS(REBAR),OR 08 BARE- SOLID COPPER CONDUCTORS.6 X 6 X 10 WELDED WIRE FAMC WSH)IS POOL DECK, NOTES: ACCEPT-ABLE WHEN PROPERLY INSTALLED ON CHAIRS AND EACH SECTION 12 V TRANS. -S IS CLAMPED WITH APPROPRIATE LISTED DEVtCES ANOiOR 98 SOLID ANS tio I ALL ELECTRICAL SHALL CONFORM WITH ART 680 NEC 2005. COPPER JIUMPERS.THE.BONDING GRID MAY NOT BE INSTALLED OIRECTI-Y ALL L y' , NO IN EARTH CONTACT OR WITHOUT PROPER COVER THE INSTALLATION 3 912 IN Y,-COND. -1 .A MUST BE IN ACCORDANCE WITH 690.26(C) MATT ELECTRIC CODE BOND ALL SHFATWO CABLES,RACEWAYS.METAL PIPING 2005 ONAL AND ALL FIXED ME TAL PARTS NOT SEPARATE()BY (NEQ AND FLORIDA BUILDING CODE(Ff)C)2006- 12W 300VV VA TH LOW VVA fER CUT-Off OR I ZO VAC VVf GFCl PERMANENT BARRIER,IF WITI-M 5 FF HORIZONTALLY FROM THE FOLLOWING IS AN ACCEPTABLE ALTERNATTVE TO THE BONDING GRID PER NEC WATER-12 FT VERTICALLY OF MAX WATER LEVEL 7- DEFINED IN HOYE 86 ABOVE:AN UNDERGROUND BONDING CONDUCTOR MAIDE OF A SINGLE 08 AWG BARE SOLID COPPER WIRE BURIED TO A ELECTRICAL DIAGRAM MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUBGRADE AM 18 INCHES TO 24 RiCHES FROM INSIDE WALL OF THE SWIMMING POOL OR SPA- THIS IS DEFINED A PERMISSIBLE ALTERNATIVE OR EOUIVALEW TO COMPLIANCE WITH S.6W.26(-C)OF THE NEC(2005).NFPA 20--AOOPTEO By SINc-OmiNG POWER SUPPLY AINCTION Box(IF USED) REFERENCE V%ATHIN FOC. SERVICE PANEL LADDER-HAND RAIL- TRANSFORMER DIVING BOARD.ETC POOL LIGHT POOL LIGHT NEUTRAL BAR HEATER CASE rum Eweam em TZAR rem In srm"n"'m aft TIM ff.malv TO GROUND "n w A MAJOR FLORI"auumc CONTROL cow CRAM=THKN9"m U 90amm MIDENTLAL PUMP POOL R M43TOR METALCOIA"IS REINFORCING PANEL ELECTRICAL NOTES GROLIND BAR OR PIPING SYSTEM STEEL a g--I UTRAL am TRAONSFORMMER DOLE J. KELLEY,JR AND DE"lpAILS FLEXIBLE CORD CONSUZ-TING STRUCTUAL ENGINEER GROUNDING TERmiwi- DRY LIC.#6519 - PUMP MO *6 BONO TO -G TOR 904-396'�.5895 SSIBONOTO STRUCTURAL STEEL STRUCTURAL GROUNOGAR #a BOND IIN U-fR-lL a D:DUND 'RA.SFOIl 1*1 ,E..10 G R _EL FLCGROINOI. 3 3 CONDUCT CO-Oml ST=;OSTCEL PVC CADNOUIT STEEL CONTROL PANEL TYPICAL GROUNDING SCHEMATIC TYPIQAL BONDING SCHEMATIC t#Df TO SCALf SHEET 4 OF 5 APPROVED by TOTAL HEAD IN FEET CONVERSION CHART E. ANSI/ASP-7 2006 SPECIFIES THREE METHODS FOR DETERMINING THE MAXIMUM SYSTEM FLOW RAT THE TDH CALCULATION OPTIONS: INCHES ME URY VACUUM GAUGE) CALCULATION IS ONE OF THE METHODS SPECIFIED. 14 116 118 FOLLOWING SIMPLIFIED TDH 0 1 2 1 4 1 6 1 8 1101121 FOR EACH PUMP 0 0.0 12.3 14.5 6.8 19.0 11.3 13.6115.8 18.1 20.3 1 2.314.6 6.8 9.1 11.4 13.6 15.9 18.1 20A 22.7 CHECK ONE 2 4.6 6.9 9.1 11.4 113.7 15.9 18.2 20.4 22.7 25 SIMPLIFIED MAXIMUM SYSTEM FLOW RATE: .0 16.0 18.2 20.5 22.8 25.0 27.3 3 6.9 9.2 11.5 13.7 16.0 Pm PER S ER 4 11. _-3. 6.0 18.3 20.5 22.8 25.127.3 29.6 MINIMUM FLOW RATE REQUIRED:35 -7/000 SIM LIFIED TOTAL DYNAMIC HEAD(STDH) - X 7.48(GAL./CUBIC FOOT)= /_ - 5 11.5 13.8 16.1 18.3 20.6 22.8 25.127.4 29.6 31.9 UME: F-1 COMPLETE STDH WORKSHEET-FILL IN ALL BLANKS 1. CALCULATE POOL VOL (SURF.AREA) (AVG.DEPTH) (VOL.IN GAL) 6 13.9 16.1 18.4 20.6 22.9 25.2 27.4 29.7 31.9 34.2 RS: X 60(MIN./HR.) 66 7 16.2 18.4 20.7 23.0 25.2 27.5 29.7 32.0 34.3 36.5 2. DETERMINE PREFERRED TURNOVER TIME IN HOU TOTAL DYNAMIC HEAD(TDH) 34.3 36.6 38.8 ER IN Ml�� 8 18.5 20.7 23.0 5.3 27.5 29.8 32.0 (HOURS (TURNOV M OR OTHER CALCS. FILL IN REQUIRED 41.1 COMPLETE PROGRA 9 20.8 23.125.3 27.6 29.8_32.1 34.3 36.6 38.9 o0c) 3. DETERMINE MAX FLOW RATE: + F-1 29.9 .1 E FLOW RATE) (SYSTEM FLOW RATE) BLANKS ON WORKSHEET&ATTACH CALCULATIONS _LO 23.125.4 27.6 34.4 36.7 38.9 41.2 43.4 (VOL.IN G��.) (TURNOVER MINS.) (POOL FLOW RATE) (FEATUR 29.93 11 2 .4 27.7 2.2 34.5 36.7 39.0 41.2143.5 45.8 GPIVI PER JET FLOW RATE 41. 2 2 3 2 34.5 35.8 39.0 41. 43.5145.8 48.1 MAXIMUM FLOW CAPACITY 4. SPA JETq x (TOTAL JET FLOW RATE) 7.7 0.0 .2 0 TS) (JET FLOW) 13 2.3 34.5 36.8 39.141.3 43.6 45.9148.150.4 48.2150.4 52.7 CALCULATIONS FOR THE POOL&SPA) OF THE NEW OR REPLACEMENT PUMP - (FOR SINGLE PUMP POOUSPA COMBO, USE THE HIGHER OF NO.3 OR NO.4 IN THE FOLLOWING 14 32.3 34.6 36.9 39.141.4 43.6 45.9 15 34.6 6.9 39.2 41.4 43.7 45.9 48.2 50.5152.7 55.0 8155.057.3 16 37.0 9.2 41.5 43.7 46.0 48. 52.8155.0 46.148.3 50.6 52.8 55.157.4 59.6 17 39.3 41.5 43.8 -41.6 43.8 46.148.4 50.6 52.9 55.1 57.4 59. DETERMINE PIPE SIZES:. T8 761.9 TO BE ArL# INCH TO KEEP VELOCITY @ 6 FPS MAX.AT GPM MAXIMUM SYSTEM FLOW RATE. 19 43.9 46.2 48.4 50.7 52.9 55.2 57.4 59.7 62.0 64.2 BRANCH PIPING NOTES: 20 46.2 48.5 50.7 53.0 55.2 57.5 59.8 62.0 64.3 66.5 MAX.AT GPM MAXIMUM SYSTEM FLOW RATE 21 48.5 50.8 53.0 55.3 57.6 59.8 62.1 64.3 66.6 68.9 TRUNK PIPING TO BE 3 INCH TO KEEP VELOCITY @ 8 FPS. 1. IF A VARIABLE SPEED PUMP IS USED, 59.9 62.164.4 66.6 68.9 USE THE MAX. PUMP FLOW IN -92 '50.8 53.155.3 23 53.1 55.4 57.7 59.9 62.2 64.4 66.7 69.0 71.2 TO BE INCH TO KEEP VELOCITY @ 10 FPS MAX.AT V L- GPM MAXIMUM SYSTEM FLOW RATE CALCULATIONS. RETURN PIPING 24 55.4 57.7 60.0 62.2 64.5 66.7 69.0 7 .3 73.5 2. FOR SIDE WALL DRAINS, USE 5 57.8 60.0 62 3 64.5 66.8 69.1 71.3 73.6 75.8 8. APPROPRIATE SIDE WALL DRAIN 26 60.162.3 64.6 66.8 69.171.4 73.6 75.9 78.1 0.4 .4 64.6 66. 69.2 71.4 73.7 75.9 78.2 80.5 82.7 k 0 0 2 3 46 6.9 1 9.2 1.5 0 5 0*6 2 8 2_ N55 .9 , .1 52 74 57 5 g 8 71 .6 7 7 5 .5 6 6.8 8 DETERMINE SIMPLIFIED TDH: FLOW AS PUBLISHED BY 27[6, 9 69.2 71 r 80.5 82.8 85.0 MANUFACTURER. 28 64.7 66.9 69.2 71.5 73.7 76.0 78.2 73.8 1. DISTANCE FROM POOL TO PUMP IN EET: 29 67.0 69.3 71.5 73.8 76.0 78.3 80. 82.8 85.187.3 3. IN-FLOOR SUCTION OUTLET 761 30 69.3 71.6 73.8 76.178.3180.6 82.9 85.187.4,89.6 784 92.0 IN INCH PIPE PER 1 FT.@ GPM (FROM PIPE FLOW FRICTION LOSS CHART) COVER/GRATE MUST CONFORM TO 31 71.6 73.9 76.1 78.4 80.7182.9 85.2 87.4189.7 2. FRICTION LOSS(IN SUCTION PIPE) MOST RECENT EDITION OF 94.3 32 73.9 76.2 78.4 80.7 8 87.5 89.7 92 (FROM PIPE FLOW/FRICTION LOSS CHART) ASME/ANSI Al 12.19.8 AND BE 33 76.2 78-5'90-7 83.0 85. 89.892.0 3. FRICTION LOSS(IN RETURN PIPE)IN INCH PIPE PER 1 FT.@_�Z, GPM=__��_b 34 78.5 80.8 83.1 85.3 87.6 89.8 .4 96.6 98.9: 92.215W 6.7 98.9101.2 EMBOSSED WITH THAT EDITION APPROVAL. _§5- -63-185.4 87 6 89.9192.2IQ 4. lz/() X TDH IN PIPING: C57 4. PUMP&FILTER MAKE, MODEL AND (FT OF HEAD�I FTOF PIPE) (TDH S PIPE) NOTE: UAL TO OR HIGHER (LENZOF SUCT.PIPE) FIELD TDH MUST BE EQ LOCATION CAN NOT CHANGE 5. X THAN THE CALCULATED TDH (TDH R&URN PIPE) WITHOUT SUBMITTING REVISED (LENGTH OF RETURN PIPE) (FT OF HEAD I FT OF PIPE) 5� PLANS AND TDH WORKSHEET. FILTER LOSS IN TDH (FROM FILTER DATA SHEET): CHART2 HEATER LOSS IN TDH (FROM HEATER DATA SHEET): TOTAL ALL OTHER LOSS: TOTAL SIMPLIFIED TDH: SELECTED PUMP AND MAIN DRAIN COVER: 10 V"("LL USING PUMP CURVE THE FOLLOWING CUT PUMP SELECTION 5_rA L(I mvp HP) FOR SiMPLfFIED TDH&SYSTEM FLOW RATE SHEETS ARE INCLUDED (PUMP MODEL&SIZE IN (SYSTEM FLOW RATE R FOOT [-] HEATER MAIN DRAIN COVER L)8:�q+4-7 J602z�L� 42 FLOW AND FRICTION LOSS PE [Er,PUMP (MAKE&M015d) MUST NOT EXCEED APPROVED COVER FLOW RATE) SCHEDULE 40 PVC PIPE �3 ET-FILTER F__j THERAPY JETS OCITY-FEET P R SE!;OND E3lVrAl-N DRAIN WATERFALLS NOTES: MINIMUM SYSTEM FLOW BASED ON MIN. FLOW PER SKIMMER OF 35 GPM. PIPE SIZE PS 8FPS 10 FPS 1 16GPM 10.14' 21 GPM 0 23' 26 GPM 0.361 OTHER URE ND TYPE OF REQUIRED IN-FLOOR SUCTION OUTLETS 1.5" 37 GPM 0.08' 50 GPM 0.14' 62 GPM 0.21' CTOR SIGNAT DETERMINE THE NUMBER A 0.10- 103 GPM 016' 2- 62 GPM 0.06' 82 0.05'F_l7GPM 0.09' 146GPM 0.13' SWIMMING POOL SPECIFICATION FOR 88 GPM &�222 /d/ TYPE OF COVER 138 GPM 0.04' 181 GPM O.OT GPM OAV CONTRACTORS PRINTED NAME CD DUAL MAIN DRAIN[=SUCTION OUTLETS@ GPM MAX. FLOW 234 GPM 0.03' 1313 GP GPM' 0.07' 3f 534 GPM 0.02' 1712 GPM gr 71 CONTRACTORS CERT.NO. 0 0 (D MULTI DRAINS SUCTION OUTLETS @ GPM MAX. FLOW CHART1 CHANNEL 7_1 Ef I DRAIN CHANNEL DRAIN@ GPM W/ PORTS CONTRACTORS TEL. NO.