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HomeMy WebLinkAboutRevision Pool Layout & Piping Plan 00 p FILE COPY ST. LUCIE COUNTY BUILD G DIV'ILI )IV a "` .. REVIEWED FOR COMP( C�� REVIEWED BY— - DATE_ ___ PLANS AND PERMIT M BE KEPT ON JOB SITE OR NO INSPECTION(S) WILL BE MADE y W � � F � x � jb� 10N U �y�ltid t,�.q Bd A O 4' �4 4 � u r 141-211 211-811 4'-8 /1 I e• a°! 11 10 -4 8 -10 — ' -10 OVERFLOW ANDsvSt 1 1 ... . _......._.... AUTO-FILL ' t 1 I 1 POOL/SPA EQUIP.SEE SITE PLAN: 2.5"SCH 40 ,. ... ..... a T/ DOWN AT GRADE LEVEL FF- 3"SCH 40 �� - ----- --- r • BY OTHERS " REINFORCED OR �I ._. _.. ... .. PRODUCT APPROVED n 2r-8n .. M In 4'-11" DEPTH _.._____... CONCRETE SLAB(S) 2.5"SCH 40 ( W 7 lfj 1 1 (FIELD VERIFY SIZE& 16 __ """` " W [� en 00 1 LOCATION) 1 n �--� M ' 1 I � . 1ammmmuffum 4'-11"DEPTH 8"THICK 1 12"THICK 1 I POOLFLOOR \ 1 ti g' 1 i i EDGE WALL; i 1 -- - -- FT/,SEC THRU RATEGSINGLE x a w 1 VANISHING EDGE 1 F FFFIto ( )AQUASTAR32CDFL-32" `C F' I I I UNBLOCKABLE COMPLIANT W/ 1 1 I 1 PILE TO BE PLACED ON 15% 1 1 91-411 1 1 1 ASME/ANSI A 112.19.8-2014 8"T ICK ANGLE OUTWARD FROM / OR EQUAL POOL WALLS 1 1 1 1 I BOTTOM OF POOL SHELL- 1 1 TYP.5 PLACES AS SHOWN 71 r4/t 1 1 �I 11 1 2"SCH 40 1 I TIT— t_� I STUB-OUT FOR ( . ., o� E-� `i•Z" In 16"DLA.AUGER CAST PILE L.—� POOL CLEANER - { ~ 00 I (10 REQUIRED) I 1_ � (2)2' EDGE (3)INLETS U 1 1 L-- en - - INLETS (3)LIGHTS e [} 1 15 TON DESIGN CAPACITY - �L _ 2'-2 t1 L ( 1 30 TON DESIGN CAPACITY I _ O 1 I Y-6"DEPTH 11 3"SCH 40 1 11 L _ —-� I 3 2.5"SCH 40 1 i 1 3._6., EPTH 1 I 1 r-* - -'1/ 00 a QI 1 1 I � l I g 6 11 I 1 EXISTING 48"MIN.HIGH RAiIL M—} 1 1 IA I I I I 6' WIDE WITH SELF LATCHING GATE I 2.5"SCH 40 2„ 1HAUNCH AWAY THAT SWINGS OUT 121 I I I I `I SCH V 11 I 1 1 POOL DECOR VGA FYROM POOL AREA G 1 11 C 1 1 1 1 ,FENCE IN 1 40 ^ COMPLIANCE W/CHILD SAFETY , 11 11 BARRIER REQUIREMENTS PER I SUN SHELF STEPS 9' I I 17 -g 1 I 1 FDC FIFSH F:DIPION(2014) i I 240 SQ.IN.MIN. �I 1 2"SCH 40 1 I 1 TOP TREAD ( 1 a 1 1 1 i ! i i Jill12" RAISED SPA o (l r LL- --— - - —- - - - - - - -- -_j - - ' 1 I I I ,/ 18" BENCH-20"BELOW W.L. E-•i 7 1'11-'1/1 7, 7, _ _.__..___................ .__... I L ---• ---- I II' (6)THERAPY JETS G 2 8" THICK I .�. ------------ ---- - ._i" i AQIIASTAR 32CDFL-32"CHANNEL DRAIN 0 SPA WALLS I ` - .�•-- I (,� +- - — - (316 GPM(a)3.9 FT/SEC THRU GRATE- 1 SINGLE UNBLOCKABLE Ct-Q I1 3"SCH 40 - - OR EQUAL J z O (1)SPA LIGHT 10/-Q// 10t C/-Q11 7/ LARGE SPILLWAY ON TWO WALLSE-L U N EL O 8 11 J O pt/ z /� 1 L O PERIMETER BONDING ra WIRE(ti 18"MIN.-24"MAX. (� FROM;W.L.(SEE DETAIL) z A EXIST. PORCH PORCH z v EXIST. ~ " w _ . i-r EXIST. RESIDENCE EXIST. RESIDENCE W NOTE: POOL CONTRACTOR TO VERIFY ALL a POOL PILING PLAN PROPERTY LINE LOCATIONS AND POOL ELEVATION PRIOR TO CONSTRUCTION. NOTE: SCALE: 1/4"=1'-0" POOL LAYOUT AND DIMENSIONS TO BE PROVIDE WINDOW AND DOOR F, VERIFIED W/ OWNER PRIOR TO ALARMS ON ALL OPENINGS W CONSTRUCTION THAT LEAD ONTO POOL AREA PER CODE a F-I z Q DRAWN BY: POOL LAYOUT & PIPING PLAN MAP 1 SCALE: 1./4"=P-O" �"� CHECKED BY: Z WJC DATE: 5-8-17 A SCALE: AS NOTED xi JOB NUMBER: 17 - 296 SHEET 1 OF 2 6" 18"MIN:24"MAX. 14" 3/4 HP JANDY FLO PRO MOTOR w/BUILT-IN OVERLOAD SWITCH W/3-#12 THHN CU GENERAL NOTES: °O W M P#4DIA. OTHERS •A (ENTIRE PERIMETER) W ITHIN y" MIN.CONDUIT i w BRICK COPING "PER.FOOT W,I z�, PANE REDUCE DECK 1 12 �� -i.: HEATER(GAS)-I IT I N 112 SWITCH 1. ALL LIGHTS,LADDERS,H NDRAI IS,REINFORCING STEEL SHALL BE N M 3� OR EQUAI, LOPE DECK @ s> � (GFCI PROTECTED ©DE. � 3-#12 THHN CU WITHIN]/2" CONDUIT ) 4 � GROUNDED PER C MANUAL MOTOR STARTER SWITCH 2. POOL TO BE CONSTRUCTED OF CONCRETE/GUNITE WITH A MINIMUM - ^' a BOX MAX. POOL PANEL W/80 AMP BRKR& 6" - ; :• P JAND [LT-IN COMPRESSIVE STRENGTH OF 4000 P.S.I.AT 28 DAYS. ~ U ^' Z .7 #8 SOLID RARE COPPER BOND " (2)-#4&(2)#10 GND Fa wnaEwinrPR.cumPs OVE SWITCHW/3-#10THHNCU U 'y x u .. THHN CU IN 3. ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS p" ►� C m ^ - (ONE ON EACH SIDE OP WITHIN ' MIN.CONDUIT POOL-4TOTAL 11/4"RPVC CONDUIT �� OF NEW BILLET STEEL,CONFORMING TO ASTM A-615,GRADE 60,STEEL SHALLGFCI PRO( TESTED) BE BENT,LAPPED AND PLACED IN ACCORDANCE WITH ACI STANDARDS. �r U N>z CONT. r7z^scH ao evc CORD HANDHELD SHALL BE ACCESSIBLE WITHIN 4 FEET IME CLOCK Q i S^ LEU LIGHT NOT TO EXCEED 8 FEET AT ANY TWO POINTS S.P.S.T.TOGGLE 4. GRATE IN MAIN DRAIN SHALL HAVE A FREE AREA OF 4 TIMES THE AREA OF 6"THICK CONCRETE SLAB(BY OTHERS) SLEEVE W.P.DISCONNECT U 38" 1 W/(1)#s BARE SOLID COPPER WIRE ALONG THE INSIDE OF THE POOL PERIMETER SWITCH � THE SUCTION LINE. (� z m SP 1G- WALL 12 VOLT TRANSFORMER BONDED To Pool STEEL AS sxowN FITTING-OR EQUAL WHERE THE WATER DEPTH EXCEEDS 4 FEET (3)POOL LIGHTS 5. STEPS TO HAVE A 10" MINIMUM TREAD AND A 12" MAXIMUM RISER. ,Z,+ MARCITE OR E UAL INSTALLED INSIDE PIPE HANDHELD DETAIL (CFI NOT REQUIRED 6. POOL TO BE FENCED PER LOCAL CODES. A ��/ JUNCTION BOX w REINFORCING STEEL EQUIPOTENTIAL BONDING DETAIL i (1)SPA LIGHT 7. GATES TO BE SELF-LATCHING,SELF-CLOSING AND LOCKABLE. a a t2 F (SEE SHEET 2) PER FLORIDA BUILDING cone ADAPTATION of LED LIGHT DETAIL (WHEN APPLICABLE) (GFI NOT REQUIRED) 8. DESIGN,CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY N.E.C.2011 SEC.680.26 WITH THE REQUIREMENTS OF ANSI/NSPI 3;ANSI/NSPI 4;ANSI/NSPI 5; p RADIIUS 1. ALL ELECTRICAL TO COMPLY WITH 2O11 NATIONAL ELECTRIC CODE. ANSI/NSPI 6;AND ANSI/APSP 7 2006 AND ANSI/APSP.ICC-15 2011. 7? U VARIES ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY 9. SPAS AND HEATED SWIMMING POOLS SHALL BE EQUIPPED WITH A COVER M AT POINT OF CONNECTION. ODESIGNED TO MINIMIZE HEAT LOSS. EXCEPTIONS:OUTDOOR POOLS A , TYPICAL WALL SECTION 2. GROUND THHN CU WITHIN GH MIN.CONDUIT FOR POOL LI ,BAR). DERIVING OVER 70 PERCENT OF THE ENERGY FOR HEATING FROM A Z r 3. GROUND ALL BOXES,LIGHTS,MOTORS,ETC.w/#8 SOLID,BARE COPPER. Q � r; 32" 3 3/32" 4. PROVIDE W.P.G.F.I.OUTLET 10'MIN.-20'MAX.FROM WATER'S EDGE. NON-DEPLETABLE ON-SITE RECOVERED SOURCES COMPUTED OVER AN AQUASTAR 32CDFL-32" - 5. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.22(B). OPERATING SEASON ARE EXEMPT FROM THIS REQUIREMENT. CHANNEL DRAIN(316 GPM 10. ALL FEATURES OF THE POOL/SPA SHALL BE INSTALLED IN COMPLIANCE WITH W s 3.9 FT/SEC THRU GRATE- HYDROSTATIC RELIEF VALVE THE FBC FIFTH EDITION(2014)-RESIDENTIAL,SECTION R4101-PRIVATE SINGLE UNBLOCKABLE OR PORT OR CAP OFF �j �� T�I��� DIAGRAM SWIMMING POOL AND LOCAL AMENDMENTS,IF ANY. WATER LINE r EQUAL 3 t/4 L 11. RESIDENTIAL SWIMMING POOL BARRIER SHALL COMPLY WITH FBC FIFTH r FLOOR N.T.S. EDITION(2014)-RESIDENTIAL CHAPTER 45-PRIVATE SWIMMING POOL. DARK CONTRASTING ' I FINISH PLASTER .y 12. POOL CONTRACTOR/OWNER BUILDERS TO VERIFY ALL POOL DIMENSIONS, H CAP TILE I, POOL LOCATION AND SETBACKS PRIOR TO CONSTRUCTION. (CONTACT ENGINEER IF ANY DISCREPANCIES OCCUR) r3 T' MAIN DRAIN SUCTION LINE 13. POOL PLANS ARE DESIGNED TO MEET THE FBC FIFTH EDITION(2014)- z HYDROSTATIC RELIEF VALVE& TIED TOGETHER AS SHOWN PUMP FRAME OR FILTER RESIDENTIAL-PRIVATE SWIMMING POOLS, VACUUM FITTING W/ PERFORATED PVC COLLECTION ABOVE-PIPE SIZE PER TANK MOUNT OR HEATER 14. ENTRAPMENT PROTECTION FOR SUCTION OUTLETS SHALL BE INSTALLED IN M IIn SELF-CLOSING SAFETY COVER TUBE,WHERE REQUIRED PLAN (HAYWARD MODEL#400 BENCH SECTION ANCHOR POOL PUMP AND ACCORDANCE WITH REQUIREMENTS OF ANSI/APSP 7-2006 AND FBC FIFTH 00 H M OMO OR EQUAL) (WHEN APPLICABLE) MIN.z YARD GRAVEL SUMP FILTER PER MFCR'S.N.O.A. EDITION(2014) -RESIDENTIAL CHAPTER 45. W H M VACUUM LINE DETAIL NOTE- 25.9 SQUARE INCH OPEN AREA, WRAPPED W/DRAIN FEILD 4"THICK REINFORCED CONCRETE SLAB W ,.� M 316 GPM=3.9 FEET PER SECOND CLOTH RECOMMENDED x (iy (WHEN APPLICABLE) (RECOMMENDED) z" MIN. PLUMBING NOTES: F.G. PUMP 1. ALL PIPING,EQUIPMENT AND MATERIALS USED IN THE PLUMBING SYSTEM OF E"" ,� Lay Ion "z M Channel Main Drain Detail SWIMMING POOLS THAT ARE BUILT IN PLACE SHALL CONFORM TO THE FBC W kn SCALE : 3/8" =1'-0" FILTER HEATER FIFTH EDITION(2014),PLUMBING,CHAPTER 45- PRIVATE SWIMMING 0 ® POOLS.POOL PIPING SHALL BE DESIGNED SO THE WATER VELOCITY WILL NOT F" O EXCEED 6 FT/SEC ON BRANCH SUCTION LINES,8 FT/SEC.ON SUCTION LINES 3 Z AND 10 FT/SEC.PRESSURE LINES. POOL PUMP,FILTER 2. VALVES SHALL BE MADE OF MATERIALS THAT ARE APPROVED IN THE a+ M AND MAY A FLORIDA BUILDING CODE,PLUMBING. VALVES LOCATED UNDER CONCRETE POINTSTS MAY VARYRY p�., Icy in V 00 G SLABS SHALL BE SET IN A PIT HAVING AT LEAST A DIMENSION OF FIVE DIAMETERS WITH A MINIMUM OF AT LEAST 10 INCHES AND FITTED WITH A ~ 5~ W enV 2 1 1-4 I I POOL EQUIPMENT ANCHORING DETAIL SUITABLE COVER ALL VALVES SHALL BE LOCATED WHERE THEY WILL BE 0 SEE MFGR.SPECIFICATIONS FOR ADDITIONAL ANCHORING READILY ACCESSIBLE FOR MAINTENANCE AND REMOVAL. 12" 12" $" EVES ARE INSTALLED,THEY SHALL BE OF THE SWING OR ►a 6" 88" INFORMATION-EQUIPMENT SHAPES MAY VARY 3. WHERE CHECK VA 04 „ � I!J 16 8 94 DIA. REBAR VERTICAL CHECK PATTERN. C M a _.� 7' 9'-11" 2'-5" @ 6" O.C.E.W. 4. ALL HEATERS SHALL BE EQUIPPED WITH AN APPROVED PERMANENT BY-PASS pp a a 12" OR ANTI-SIPHON DkVICE INSTALLED TO PROVIDE A POSITIVE MEANS OF T RETAINING WATER IN THE HEATER WHEN THE PUMP IS NOT IN OPERATION. l , 5. ALL POOL PIPING SHALL BE 1.5"SCH.40 PVC EXCEPT AS SHOWN AND SHALL i W BEAR THE H.S.P.SEAL OF APPROVAL. V PILING NOTES: ,_,_r•-T� -� 12" 18" 6. THIS POOL/SPA 1S DESIGNED TO WITHSTAND HYDROSTATIC UPLIFT FORCES .7 -RECESS PILING 3"INTO � WHEN EMPTY,FOR WATER TABLE UP TO X-0" BELOW POOL/SPA DECK A BOTTOM OF POOL FLOOR 12„ 3'-6" I " ELEVATION. HOWEVER,DUE TO SEASONAL VARIATIONS IN THE WATER TABLE 2 (TYP.) / / r POOL SYSTEM FLOW RATE: 150 GPM ELEVATIONS,ALL POOL/SPA SHALL BE FITTED WITH A HYDROSTATIC RELIEF W 4'-11" -PILE REINFORCING (NOT SHOWN) * 12 7' k 18„ (MAXIMUM FLOW FROM PUMP CURVE) 7" WATER SUPPLY AND DISPOSAL SHALL BE ARRANGED SO THERE IS NO CROSS c4 I SLOPE I' SUCTION WITH A DOMESTIC WATER SUPPLY OF WATER DISPOSAL. PILING ENGINEER 0.1 BE SPECIFIED BY ` . 8. UNLESS AN APPROVED TYPE OF FILLING SYSTEM IS INSTALLED,ANY WATER REC./THERAPY PUMP =2.7 HP JANDY E-PUMP JEP 20 SUPPLY WHICH IN THE JUDGEMENT OF THE ADMINISTRATIVE AUTHORITY - F VARIABLE SPEED - LOW SPEED=36 GPM MAX. MAY BE USED TO FILL THE POOL IF EQUIPPED WITH BACKFLOW PROTECTION. O PILING STEEL TO BE BENT #4 DIA. REBAR I I ^T� .-� HIGH SPEED = 150 GPM @ 50 TDH NO OVER-THE-RIM FILL SPOUT WILL BE ACCEPTED UNLESS LOCATED UNDER INTO POOL FLOOR AND TIED TO @ 6" O.C.E.W. 1 "� � �� �- 3" SUCTION PIPE @ 150 GPM = 6.63 FT./SEC. A DIVING BOARD,OR PROPERLY GUARDED. rZ/2 TOP MAT OF STEEL TOP MAT (8 FT./SEC. MAX. - SUCTION LINES) 9. ALL POOL/SPA PIPING SHALL BE INSPECTED AND APPROVED BEFORE ~ #4 DIA. REBAR \ COVERING OR CONCEALING. IT SHALL BE TESTED AND PROVED TIGHT TO @ \ 2.5" BRANCH PIPE @ 75 GPM= 5.13 FT./SEC. Z 12" O.C.E.W. (6 FT./SEC. MAX. - SUCTION LINES) THE SATISFACTION OF THE ADMINISTRATIVE AUTHORITY,UNDER A STATIC BOTTOM MAT 3" PRESSURE PIPE @ 150 GPM= 6.63 FT./SEC. WATER TEST OR AIR PRESSURE TEST OF NOT LESS THAN 35 PSI FOR 15 U MINUTES. ►Zy(10 FT./SEC. MAX' - PRESSURE PINES) 0. JOINTS AND CONNECTIONS SHALL BE MADE AS REQUIRED BY THE FLORIDA j 14" DIA. AUGER CAST PILE BUILDING CODE,PLUMBING. STEP SECTION (10 REQUIRED) CARTRIDGE FILTER=33 GPM @ 0.375 GPM/SQ. FT. 1. ALL WATER HEATING EQUIPMENT SHALL BE INSTALLED WITH FLANGES OR SCALE: 318" = P-0" 15 TON DESIGN CAPACITY = 88 SQ. FT. FILTER AREA UNION CONNECTION ADJACENT TO THE HEATER. U 30 TON ULTIMATE CAPACITY 12. PURPLE PRIMER REQUIRED ON ALL PVC PIPING PER FBC FIFTH EDITION(2014) EDGE PUMP= 3/4 HP JANDY FLO PRO FHPMO.75 605.21. c HIGH SPEED =80 GPM @ 15 TDH 13. GAS PIPING SHALL COMPLY WITH FLORIDA BUILDING CODE FUEL GAS. (SEPARATE PLANS AND PERMIT REQUIRED) ""' r 2.5" SUCTION PIPE @ SO GPM= 5.47 FT./SEC. 14. SWIMMING POOL/SPA WATER HEATERS SHALL BEAR THE LABEL OF A Ce'i Z V (8 FT./SEC. MAX. - SUCTION LINES) RECOGNIZED TESTING AGENCY. 2" PRESSURE PIPE @ 80 GPM= 7.80 FT./SEC. 15. PROVIDE BACK FLOW PREVENTOR ON WATER SUPPLY. V O W (10 FT./SEC. MAX. - PRESSURE LINES) pa C Ey DECK- BY OTHERS W I� 81I 7,-81I 81, LEGEND 1. 3" SPA MAIN DRAIN LINE A i 18" , ' 18" 2. 2" VACUUM LINE POOL/SPA SPECIFICATIONS 3. 3" POOL MAIN DRAIN LINE 4. 3" POOL RETURN LINE �.,w SIZE: 21'-8" X 21'-4" DEPTH: 3'-6" TO 4'-11" U 1 - - 5. 3" RETURN TO SPA JETS VOLUME: 12,115 GALLONS ELEVATION DET.ONSITE a . A TURN OVER RATE: 5.60 HR. (u, 36 GPM MAX. - LOW SPEED .�� 12" ---- 18 - 1 6. 2�5" PIT MAIN DRAIN LINE (TURN OVER RATE: 1.34 HR. (a, 150 GPM - HIGH SPEED) Qn Q, 1 7. 2 EDGE RETURN LINE IN POOL DESIGN FLOW RATE = 12,115 GAL./6 HRS./60 MIN. =33 G.P.M. ,� y •� 44 DIA. HORZ. B B F 18" DIA. SONO TUB @ s" O.C.& 1 „ 1 DECK- BY OTHERS D C A. 2.7 HP JANDY REC. E-PUMP POOL F N SH: MARC TNDARD EE ORE UAL IN SPA 2 r r W/5000 P.S.I.CONC. VERT.@ 12"O.C. 18 I� F W/APPR HAIR & LINT STRAINER Q IN SPA wau B. CARTRIDGE FILTER W/PRESSURE PIPING: SCH. QO INLETS POOL (3) SPA (THRU JETS) A I�JA,- T T- • T •-� GAUGE AND AIR RELIEF VALVE DECK: PAVERS ELECTR . 'HER00 �� �� 4 #5 DIA.REBAR I� #4 DIA. @ 6" O.C.E.W. C. 1.5" TO WASTE OR DISCHARGE : (3) L A: LED z 18 6 -0 O TO GROUND LA DER: NO HANDRAIL: NO MAX. TIED INTO EXIST. .--. Tom• � TOP MAT ry DRAWN BY: �' EDGE PUMP: 3/4 HP JANDY FLO PRO FHPM.75 z PILING STEEL w/36" LAP F D. 400,000 BTU GAS HEATER W/ REC./THERAPY PUMP: 2.7 HP JANDY E-PUMP JEP 2.0 cHE�cK>;o BY: INTERNAL BY-PASS ,. #3 DIA.HOOPS A.P.S.P. PUMP CERT.: CURVE A - 37 GPM 1725 RPM WJC @ 16" O.C. E. VALVES (TYPICAL) . 12" O.C.E.W. F. INSTALL PERMA-CAST PB-2011 WATER BOND JANDY 3#4 DIA @ DATE; ;.� CARTRID - 40 SQ. FT. FILTER AREA 5-08-17 2" BOTTOM MAT OR APPROVED EQUAL TIED TO MIN. HEATER: 400+Q00 BTU GAS HEATER SCALE: 2" 2�� ' ; 1 6 7 PUMP GROUND W/#8 SOLID COPPER 2 & APPROVED LUG (MIN. 9 SQ. IN VACUUM LINE; YES A AS NOTED s a SURFACE AREA EXPOSED TO WATER) POOL AREA: 3�43 S.F. PERIMETER 86 L.F. � JOB NUMBER: EXISTING SPA SECTION PER MFGR'S SPECS (FIELD VERIFY LOCATION) SPA AREA: 4L_F. PERIMETER 27 L.F. rti 17 - 296 PILING PILE EXTENSION ]DETAIL E UIPMENT LAYOUT PIT AREA: 29 ,F. PERIMETER 46 L.F. SHEET 14" Y: -1 -o SCALE: 3/8 1 -0 Q G 3/4 HP JANDY EDGE PUMP SCALE:N.T.S. W/APPR. HAIR & LINT STRAINER AUTO-FILL: VES OVERFLOW: YES JANDY AQUAUNK W/SPA SIDE REMOTE 2 OF 2