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Home My WebLink AboutHolzmacher Engineer DrawingsEDUIPOTENTIAL BOND TO MEET NEC 680.26C STANDARDS. BONDING CONDUCTOR SHALL BE 08 AWG BARE SOLID COPPER WIRE BURIED TO DEPTH OF4"- 6-BELOW SUBGRADE, AND 18"- 24" FROM INSIDE WALL OF POOL OR SPA, ATTACHED AT 4 POINTS 889 sq.ft. slip .resistant fibermesh concrete on compacted fill _..---r------- 104/499 gip. 1388/889 41 g'"-- ril 1 I I I I j 4'CHILD BARRIER I NO CLOSER THAN 2 I I I I I I 1 i :RESIDEN This pool shall be designed and constructed in accordance Mrrt6 the 2017 FBC( Residential R4501, 6ih edition chapter 45, Private swlmming.pools Steps, b—hes act treads sha:i have Slip \resistant aaterlal. --------------1 I rR� 1 I 1 i POOL SPECIF/CATIONS POOL SIZE POOL PERIMETER POOL AREA POOL DEPTH F 3' 5' POOL GAL. 3 POOL INLETS I" EYEBALLS SKIMMER 1 VAC LINE t- LED NICHELESS POOL LIGHT Sta-Rite PLM 300 SQ. CARTRIDGE FILTER 112GPM MAX STA-RITE Inteffilaro Variable Speed Pump salt chlorinator AQUA STAR POOL PRODUCTS CHANNEL DRAIN: MODEL 32CDFLxxx MAX FLO RATE (per outlet) 316GPM tg.3.9fps in floor. And 208GPM LGa 2.6fps in the wall. ANY PLUMBING CONFIGURATION IS APPROVED BUT DO NOT EXCEED MAXIMUM FLOW RATE COVER COMPLIANT W, VGB 25506-320-SM INTERIOR FINISH: flodda gem Flow rate Q 109.57 GPM TURNOVER IN 8 HRS. USING 128'- 2.5" SUCTION PIPE AND 89'- 2.5" RETURN PIPE WITH 3 RETURNS AND 1l2" EYEBALLS CALCULATES TO 69.36' HEAD LOSS. THE MAX FLOW RATE AT MAX RPM k AINDRAIN-2.5" WITH THIS HEAD LOSS IS 109.57GPM . SKIMMER - 2" C -2" Head loss at max flow rate: 69.36ft. VA POOL RETURN - 2" South Florida Custom Pools. 2625 S.W. MHpp Rd. Palm City, Fl. Phane: 772-28&7033 34990 Lic. # CPC1459312 Holzmacher 10725 Henry's Rd. ms PLAN HAS SEEN P OTRONI y SF11ED Ft Pierce, FL 34945 AND LSR71M FOR WILDING PtAMR A1WAW TO IIARRN DLI M. FLORIDA COUNTY[ I St. Lucie Counl PAGE: I OF 2 SCALE: 118" = V DATE: t 09-21 20 -tD#: 2321-501-0004-000-8 `, Oi�� GEryG 0 ,"• F.F•: ¢% NO p I u ,,, Le/I� •: lI 1 I •�, o� STATE OF 'e?w I ON PI E 772-214.480o maber(u�'mcrenginoers. ANSI IAPSP-7 4A The velocity in field -fabricated piping is based on the maximum system flow rate. Maximum wale, velocity In branch suction piping shall be limited to 6 fret per second when one of a Fair is blocked In normal operation 'her, the branch suction piping velocity is 3 feel per second. All other suction piping velocities shall be R feet per second for residential pools. 4AA Maximum system flow one shall be determined by one of the following : TD14 calculation for the circulation system of each pump; or Simplified TDH calculation. 4,5. Listed suction outlet cover I grate shall be rested and listed by a nationally recognized testing laboratory as oalisou ng to the most ..or edition of ASME / ANSI AT 12.19.5 and include a permanently marked flow rating tested to prevent hair entrapment. They arc not governed by the velocity limitations of 4.4 and4.6. 4.6 Minimum now rating for each cover/gmte. When used, submerged suction outlet srmngements skull be single unblockable, duel, or thorn -ream as defined in 4.6.1 and 4.6.2. 4.6.1 Single or duel outlets. The now ratingsfor each listed cover/grate shall be greater than the maximum system flow ac determined in accordance 4.4.1. 4.6.2 Three m more outlets. For a system with three or more covers/gmtes, the sum of the flow ratings shall be at least twice the maximum system flow rate as determined in accordance with 4.4.1, or alternatively 4.63 Waning: When using covers/grates o£differcnt flow Lull" an the same system, the lowest Flow rating .bell be used in calculating. SINGLE UNBLOCKABLIE OUTLET ANSI/APSP-7 5.5.1 A single channel outlet shall be considered acceptable if the size of the perforated area is 3 inches or greater in width and 31 inches or greater in length. ANGLE OF REPOSE The detail below is representative of a T deep pool section. The extra steel, sheating, and shoring applies only to those areas of the pooU Spa in Which extra steel, sheeting, and shoring are required and shall be determined by the following: If the pool stmeturc is within an area equal to depth + I' of an existing structure, then shoring and /or Shooting and/or extra steel is required. r g A'tot<�fi, - Outside angle of repose 5' and greater- 5" thick w/ #3 Cn 12" O. C, each way. - within 4.99' from structure - 6" thick w/ #3 r 6" O. C. each way,in areas over 5' deep. LONGITUDINAL POOL SECTION ELECTRICAL DIA _GRAM WPMANUA TARTERSWI IT YP) T�IMF2TfR'I� PUMPMOTORW/GFIBREAKE 5' 25' TOSERVICE WATERLIN m,:ar,w n•"....w. 3 ' 1' PANEL \.. I woanm .. .. _.. .._.. _.. .. .. WP GET GTO _.. _.._ -- erwa•nm.m e3" 12`o.v..... 201FROM SPST TOGGLE SWITCH MAXIMUM WALL SLOPE 11-FROM PLUMB WATER MAX SLOPE V IN T TO FIRST SLOPE CHANGE R FROM SHALLOW END (UNCTION BOX E. J 3 #72 IN %" CONDUIT MAX SLOPE V IN T FROM FIRST SLOPE CHANGE TO DEEP END 4S" MIN. FROM WATERS EDGE ..y, TYP7 " - 12VTRANS.(TYP) $W/MOUTDETAIL a*MIN LED LIGHTS In pool area, ground all ITATER ITIL—W 6"-9" BELOW WATER - - ['NON -CORROSIVE CONDUIT boxes, rails, lights, motors, ate. With #g wire. I x i ELECT ZEAL NQ7$_S POOL PANEL AND SWITCHES MUST BE AT LEAST 5' FROM THE INSIDE WALL OF THE POOL F.ALL ELECTRICAL WIRING AND EQUIPMENT MUST BE INSTALLED IN ACCORDANCE WITH THE 2017 EDITION OF THE NATIONAL ELECTRICAL CODE.PROVIDEPROPERWORKINGCLEARANCESPACESFORELECTRICAL EQUIPMENT AS PER -#3 AT 12"O.C. `ACHW.AY HO0.6 OF NFPA 70. POOL PUMP MOTOR LOCATED ABOVE GRADE. PROVIDE SEPARATE CIRCUIT FOR PUMP MOTOR AND HEATER ETC. INSTALL 125V 15AMP WEATHERPROOF DUPLEX RECEPTACLE AT LEAST V AWAY AND NOT MORE THAN 20' FROM THE INSIDE WALL OF THE POOL. AIRING SCHEMATI POOL EQUIPMENT ANCHOR POINTS PUMP AND FILTER FRAME 'h"SHEET i HEATER 2" METAL SCREWS ell <relC ANGLE BRACKET p/,"n3/I6"TAPCON HEATER FILTER PUNCP ol 1 POOLE UIPh1ENT ANCHOR POINTS POOL 7DH_FLOW RATE SYSTEM:. MAXIMUM FLOW RATE 109,57 gpm AT MAXIMUM RPM: MAXIMUM DRAIN FLOW RATE: 316gpm MAXIMUM SUCTION PIPE FLOW 2 5"-117 gpm RATE CAPACITY @a,S FPS : MAXIMUM RETURN PIPE FLOW RATE CAPACITY C 10 FPS: 211-103 gpm 2.5"POOL RETURNS chilemouor, LEANER LIN - PRESSURE 2- PIPE / GAUGE ANC _ -Typ_ AIR VENT VALVE 15"sch 40 5„ AST POOL 3" X 32" CHANNEL DRAIN tlis is an �enuapmeetsuctionoutle[cover and rr three -port manufactured sump POOL PUMP Aq.Slar Paul Products: model# 32cdfl Floor:316 GPM at 3.9 fps Wall: 20SOPM at 2.6 fps 25910.11 op s"419 pNVPLU rmrexcNFlGURArroNIa AP EaaUT00 NOT IXCEEO IATXMIIM FLOWRATE AIy51/AP_ SP/.IQC-15 5.52 Far Pool filtration lump, a length of>rmight Pilk that ie at least 4 Pip" dill"(" shoo be installed bef re the pull. 5.5.3 SWm' hearing. Al least IS inches of Imrirontal or vertical pipe shall installed bel—ri the firer and the hewer or dedicated suction and rerun lines, or bull, in or boil[ up connmiuns shall be installed ro elltnv for the finarc addition of molar hrnring egnipmrnt. STAIR DETAIL. 2" Ifi' EQUAL RISERS TILED NO EDGE:.......... GREATER THAN L" a ---#3 AT 12- O.C. EACH WAY TYPICAL WALL and—DECA SECTION (FOR DEPTHS TO G) Fi6ermdT Cawrge OVERPOUR- 43 CONT.---""... ZI L[-' -: WATERLINE � MINIM2'-3"SI'"COVERICENTER) b"WALL&S"FLOOR W,'O AT 12" O.0 F,W. APPROB2, STEELTEX FORM, OREQUTVALENT b" MI` }/#3 AT 12° O.C. EACH WAY IrtelliPro iss labfe Speed Pump South Tlori Custom Toofs CTC 1459312 $afLIRQC11eY E 7o725 Henry's Road Fort Pierce, FL 34945 COUNTY: Sr -Lucie P1D #: 2321-501-0004-000-R SUNDECK DETAIL 3.i"Lbn Ovwyarur WA728 LI,- I TILED EDGF�J I I I ..... 0 AT 12" O.C. EACH WAY DATE: 11-30-2020 PAGE: 2 OF 2 THIS Rlal HAS HIM s""'ONICAILY arJJID AHD CERTInm FUR WIMING PERMIT SUBWTTAL To Pont ST WCIE R-CRIDA EOUIPOTENTIAL BOND TO MEET NEC 680.26C STANDARDS. BONDING CONDUCTOR SHALL BE 48 AWG BARE SOLID COPPER WIRE BURIED TO A DEPTH OF 4•- 6-BELOW SUBGRADE, AND 1W- 24" FROM INSIDE WALL OF POOL OR SPA, ATTACHED AT 4 POINTS 889 sq.& slip resistant fibermesh concrete on compacted rill 45 R. 6 in. ---------------- -------------------------r 1041499 i 7h. 1388/889 4n.shj pl -.r r I e� f 4 R.�_ I I ' ao n. I - I and 4'CHILD BARRIER treads StEg hh- s p NO CLOSER THAN 20" 2FISSSIs maredal. ' _F �.. I CLEANING LINE WI VAO LOCI( B I g I R,-T NIGHELESSLEDLM T Vac - I I I I I ' I c, I I ' I ' 1 I I I OflOODTLET --1 N Cl SE THAN ' 1 RTHER N a' ThLs_pool shall be deslgoed and constryMed in accordance with thg2017 "Cl Residential 114501,_ BM edition chapter 45, Private swimming pools SCALE. 118" = 1 POOL SPECIFICATIONS POOL SIZE POOL PERIMETER POOLAREA POOL DEPTH F 3r_ 5 POOL GAL, 3 POOL INLETS 1"EYEBALLS SKIMMER 1 VAC LINE t- LED NICHELESS POOL LIGHT Ste -Rite PLM 300 SQ. CARTRIDGE FILTER 112GPM MAX STA-RITE Infelllpro Variable Speed Pump saH chlorinator AQUA STAR POOL PRODUCTS CHANNEL DRAIN. MODEL 32CDFLxxx MAX FLO RATE (per outlet) 316GFM @19fps in one, And 208GPM G 2.6fps in the wall. ANY PLUMBING CONFIGURATION IS APPROVED BUT DD NOT EXCEED MAXIMUM FLOW RATE COVER COMPLIANT WNGB25306-320-YM INTERIOR FINISH: fforida gem Flow rate @ 109.57 GPM TURNOVER IN 8 HRS. USING 12T- 2.5" SUCTION PIPE AND 89'- 2.5" RETURN PIPE WITH 3 RETURNS AND 1/2" EYEBALLS CALCULATES TO 69.36' HEAD LOSS. THE MAX FLOW RATE AT MAX RPM INDRAIN - 2.S" WITH THIS HEAD LOSS IS 109.57OPM . I SKIMMER-2" VAC -Head toss at max flow rate: 69.36fit. -._._ POOL RETURN - 2" South Florida Custom Pools, 2625 S. W. Mapp Rd, Pafm City, F!, Phone, 772-286.7033 34990 Lic. # CPC1459312 �Holzntacher 10725 Henry's Rd. Res PIAI NAG "'n EfEOTROr1I0ALLY SEALED Ft Pierce, FL 34945 MID COUIRED FGR MIMING PERMIT SLOM TO MARRN COUNTY, ELOWDA COUNTY; 51. Lucie Count PAGE: I QF 2 DATE, 11-10--=Q PID# 2321-501-BOD4-000-8 BABER FL. • �/ 0E13 `\ Aa Lt r - t z-T-2ozo ip -. 4 0 11 STATE OF � W ORI_D Sr ON AL i� 772-2144800 rbeber' mcrengineer ANSI/APSP-7 4.4 The velocity in field-fubdested piping is based on the maximum system flow rare. Maximum water velocity in breach suction piping shall be limited In, 6 feet per second when one of a Pair is blocked. In normal operation then. the branch suction piping velocity is 3 feet per second. All other suction piping velocities shall be R feet per aeeand for residential Pools. 4A.1 Maximum system flow rate shall be determined by one of the following TDH calculation for the circulation system of each pump; or Simplified TDHcalculuion. 4.5. Listed suction outlet cover! grare shall be tested sad listed by a nationally recognixcd testing laboratory as conforming to the most recent edifien of ASME! ANSI AI 12'19.8 and include a permanently marked flow rating rested to p— I hair entrapment. They arc not governed by the'ellity limitations of 4.4 and4.6. 4.6 Minimum How rating for each cover/grate. When used, submerged suction outlet arrangcmems shall be single unb[cekable, duel, or threcor-mare as defined in 4.(,1 ard4.6.2. 4.6.1 Single or duel outlets. The flow, ratingsfor each listed cover/grace shall be greater than the maximum System flow as determined in accordance 4.4.1. 4.6.2 Three or more cameras. For a system with three or more corers,'gra ce. the sum of the flow ratings shall be at least -Teethe maximum system flow rate as determined in aceordarrce with 4A.1. or alternatively 4.6.3 Warning: When using covera/grates of different flow ratings on the scone system, the lowest flow rating shall be used is caleularing. SINGLE UNSLOCKABLIE OUTLET ANSI/APSP-7 5.5.1 A single channel outlet shall be considered acceptable if the size of the perforated area is 3 inches or greater in width and 31 inches or greater in length. ANGLE OF REPM The detail below is representative of a 5' deep pool section. The extra steel, sheeting, and Shoring applies only to those areas of the I spa in which extra steel, shooting, and shoring are required and %hal I be determined by the foilowinw. If the pool structure is within an area equal to depth + I' of an existing structure, then shoring and I. —heating and/or extra steel is required. 3' OR GREATER � .ratmt F. - Outside angle of repose Y and greater - 5" thick w/ #3 @12" O. C. each way. within 4.99 from stmchue — 6" thick wi #3 6" O. C. each way,in area. over 5' deep. ELECTRICAL DIAGRAM PANEL 2V PROM LONGITUDINAL POOL SECTION So ' WATER L/N MAXIMUM WALL SLOPE 1 V FROM PLUMB tAA7(SLOPE VINT TO FIRSLOPE CHANGE 6 FROM SHALLOW END MAX SLOPE t N T FROM FIRST SLOPE CHANGE TO DEEP END 48' MN. FROM .. WATERS EDGE .... . TYP) "' — 12VTRANS.(TYP) GWIMOUTDEETAI_L LED LIGHTS6"-9"ELOWpool area,groundallRATERWATER — - 1"NUN-C'ORROSIVECONDUI 1101B,rail.,tor., etc. with #R wire.ELECTRWALNOTESPOOL M.AC. PANEL AND SWITCHES MUST BE AT LEAST V FROM THE INSIDE WALL OF TILE POOL. ALL ELECTRICAL WIRING AND EQUIPMENT MUST 8E INSTALLED IN ACCORDANCE WITH THE 2017 EDITION OF THE NATIONAL ELECTRIC AL CODE. PROVIDE PROPER WORKINGCLEARANCE SPACES FOR ELECTRICAL EQUIPMENT AS PER HO-26 OF NFPA 70. POOL PUMP MOTOR LOCATED ABOVE GRADE. PROVIDE SEPARATE CIRCUIT FOR PUMP MOTOR AND HEATERETC. INSTALL 125V 15AMP WEATHERPROOF DUPLEX RECEPTACLE AT LEAST 6' AWAY AND NOT MORE THAN 21Y FROM THE INSIDE WALL OF THE POOL. PIPING WAY SCHEMATICC POOL EQUIPMENT AN.CNOR. POINTS PUMPANDFILTER FRAME 'h'SHE£f i--. HEATER2" METAL j hNGLE DRACKIiT SCREWS" ea R I?';' z 3!16" TAP CON HEATER FILTER. PUMP �I�;�V O 8 OGLE UIPMLNT ANCI. POINTS PODL.TDIf_FLOW RATE.__S..YSTEMt MAXIMUM FLOW RATE 109.57 gpm AT MAXIMUM RPM: MAXIMUM DRAIN FLOW RATE: 316gpm MAXIMUM SUCTION PIPE FLOW RATE CAPACITY @S FPS : 2.5 -117 gpm MAXIMUM RETURN PIPE FLOW RATE CAPACITY C)10 FPS: 211-103 gpm 2.5"POOL RETURNS---�) .hbn-- 1" LEANER LIN PRESSURE 2- PIPE JGAUGF. ANT • R E ---I. AIR VENT H VALVE 2.5"adr4 POOL J T 3" X 32' CHANNEL DRAIN flat smut cancnrcapmem suction omle[ cover aad ,1,—pon manuf l sed saorp POOL PUMP Aqu,Smr Pao[ Products: m«let# 32cdn Fsmr:316 GPM at 3.9 fps Wall: 208OPM at 2.6 fps 25.9.W.inchopmiag ANY PLtIMNMe C,v#gGURATION Ia APPROVED NOT IX<EEO MAX1MnM fl.OW RAZE aUT o0 AYSI/APSP1ICC_t5 5.5.1 Far pail filtration pump, a leave, of —fight PiN drat ix at 1— 4 pipe di—ele shall be inlolled bcrare the pump. 5.5.3 Solar heading. At 1-1 IN etches of horiemawl at veaicul PiPu shun insmlilod bctweea the filler aad the hearer ur lkdicmcrl s-eder and return lints, or bulk in m' bu'rtt up cMntt:lions shall be insWllal to allow for me wwrs addition ofwlm scaring equipment. STAIR DETAIL I2" Ifi" EQUAL RISERS TLLED NO EDGEI ::...... 1 GREATER THAN 12" 1 .. ter.. _ _ ..✓-. ..__y3 AT 12" O.C, EACH WAY TYPICAL WALL a L KK SECTION (FOR DEPTHS TO 0) Fib,—, h Cot.mdc OVERI'OUR--, 43 CONTr-........... d TILE - WATERLINE I MINIMUM VERTI CAL 2'-3"SHALLOW END I 2" COVER(CENTER) 3'DL'EP END 1 6"WALL &S"FLOOR W! d3 AT 12" O.C. C W. APPROVED NISH a i STEEL. TEX FORM, OR EQUIVALENT 6" MINIMUM #3 AT 12" O.C. EACH WAY STA-RITE intellipro Variable Speed Pump south Florida Custom Pools CTC 145931-2-1 Hottmacher I 10725 Henry's Road j Foil Pierce, FL 34945 COUNTY: SY. LRc)c• PID #: I 2321-501-0004-0O039 $UNDECK DETAIL },3'G>vrren Y. O"rrpwrr Mil TBk Llk' _ 5" _ rmm EDGE I I L._ 43 AT 12" O.C. EACH WAY DATE: 11-30-2020 PAGE: 2 OF 2 lH5 PLAN HAS BEIIt ELaC1RR0NInALLv SENID AND (saran. FOR anMNO PERMIT SVRMITTAL TO PORT sr WOO. MOPoOA