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HomeMy WebLinkAboutPLANr_ / / / / I I / / / I / / n FILE COPY / / i c / / / I / / / / / / / / / /ter I CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD / 54'-1 0" • .= I I 1811 RAISED SPA ✓_ PERIMETER BONDING 18" BENCH - 20" BELOW W.L. WIRE Ca.)18"MIN. - 24" MAX. (7) THERAPY JETS FROM W.L. (SEE DETAIL) (1) AQUASTAR 32CDFL - 32" CHANNEL DRAIN (316 GPM @ 3.9 FT/SEC THRII GRATE - SINGLE. UNBLOCKABLE OR EQUAL) 18SPA SIDE AIR SWITCH 8" 8" (2) LED SPA LIGHT- NICHELESS (1) 6" WIDE SPILLWAY 10 3'-4" 4' TILE BACKSIDE OF SPA DOWN TO DECK I HP BLOWER 3" SCH 40 r------ ------ I . I. I • • I 2.5" SCH I 3" SCH 40 _o= 6t I ' 40 I -.- I II 3 4H 0 18" BENCH - 18" BENCH - I 20" BELOW 2.5" SCH 20" BELOW I II W.L. 40 W.L. 21! 0 H I HANDHOLDS REQUIRED SKIMMER ;7@ 48" MAX. SPACING - SEE DETAIL -AUTO-FILL DEVICE - 1/2" FRESH WATER 6'-0" DEPTH SUPPLY LINE FROM EX I' HOSE BIBB--BY OTHER I AQUASTAR 32CDFL-32" FIELD VERIFY H.B..LO I CHANNEL DRAIN (316 GPM @ 3.9 2' SCH & 2" OVERFLOW LIN I '40 TO ON -SITE llRA1NAG FT/SEC THRU GRATE - SINGLE SYSTEM IINBLOCKABLE COMPLIANT W/ ASME/ANSI A 112.19.8 - 2017 f OR EQUAL 2" STATIC LINE" 1'O I AUTO-FILLDEVICE W/APPR. COVER •I ' I (8) LED LIGHTS - NICHELESS 5" SCE . ' I STUB -OUT FOR 40 • POOL CLEANER i I I I' I I I r (4) INLETS 1.5"4o SC I I I I I . i I • I I STEPS I 240 SQ. IN. MIN. TOP TREAD II. Y-6" DEPTH I I I'• I 2" PVC UMBRELLA �o SLEEVE CUT FLUSH WITH SUN SHELF I I ��— -- — 9! 48" HIGH POOL BARRIER PER. FBC SIXTH EDITION (2017) RESIDENTIAL CHAPTER 41. (20" MIN: FROM POOL WATERLINE) NOTE: // POOL CONTRACTOR TO VERIFY ALL PROPERTY LINE LOCATIONS AND POOL ELEVATION PRIOR TO CONSTRUCTION. POOL LAYOUT AND DIMENSIONS TO BE / VERIFIED W/ OWNER PRIOR TO / CONSTRUCTION �S) EXIST. RESIDENCE / POOL/SPA LAYOUT & PIPING PLAN / / SCALE: 1 /4"=V-0" 6' 12" I 12" I I I' I I 61 I. " SCH 40 I --_ 9' EXIST. PORCH FILE COPY 5'-2tt 1'-6" 36'-6" 8t-1 ovt Ul SEE S BY REINFORCED O CONCRI (FIELD VERIFY FILE COPY ST, LUCIE COUNTY BUILDING DI N REVIEWED FOR (;0�1PLIANC L5AjI PLANS AND PERMIT MUST BE KEP'VOXJ013 SITE OR NO INSPECTIONS) WIL MADE OUCTAPPROVED SLAB(S) E & LOCATION) THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BECOi 4PLNECESSARY TH ALLPP APPLICABLE CODES. FIDE COP, CONCEALED THE UT1' TA HMFjM OR ITT$ NOTE: THESE PLANS ARE FOR POOL AND SPA STRUCTURES, PLUMBING, EQUIPMENT/ELECTRICAL & DECK ONLY. ALL OTHER FEATURES DESIGNED BY OTHERS. W� "�aln N °' i. C v q Q^^% • �` � LL A-. O 'fkk y\4\t • 00 ~ M a M V� G In V �"Wwo � a z rarhh x H 00 z � � h� ooaa V • C) W a z a a • wo rw/ w � A p, z a Now •Pam O w� 0 O O SCANNED BY St. Lucie County DRAWN BY: CLC CHECKED BY: wic DATE: 8-24-18 SCALE: AS NOTED JOB NUMBER: 18-555 SHEET 1 OF 2 F p SAND SET, INTERLOCKING PAVERDECK BULLNOSE BRICK COPING SLOPE DECK @ yj' PER. FOOT 3" - J F pI F�c MARCITE r s OR EOUAL CLEAN LFILL MPACTED TO 95% MAX. DRY DENSITY UNDER DECK ONLY .. 2-43 DIA. REBAR TOPOFBEAM • REINFORCING .STEEL 6„ -- #3 DIA. REBAR (k), '.E.W. - RADIIUS WALLS & FLOOR VARIES TYPICAL WALL SECTION 1411 3W JPIP SW AN RI. NTODTO 1" =� ASU RUN TO DECK e� �BDx 2" S EPVC CORD LED LIGHT SLEEVE SP 10-22 WALL FITTING - OR EQUAL V STALLED INSIDE PIPE LED LIGHT DETAIL 611 18" MIN.- 24" MAX. (ENTIRE PERIMETER) W.L. 1 #8 SOLID BARE COPPER BOND t ' WIRE W/APPR.CLAMPS - (ONE ON EACH SIDE OF (I. i _ POOL-4TOTAL) (1) 018 SOLID BARE COPPER WIRE BONDED TO POOL STEEL AS SHOWN NOTE: BONDING WIRE REQUIRED AT PERIMETER OF POOL EQUIPOTENTIAL BONDING DETAIL PER FLORIDA BUILDING CODE ADAPTATION OF N.E.C. 2014 SEC. 680.26 �o VACUUM FITTING W/ SELF -CLOSING SAFETY COVER (HAYWARD MODEL #400 OR EQUAL) VACUUM LINE DETAIL (WHEN APPLICABLE) 36'-611 28'-611 3'-611 11.4' 1 SLOPE 1' POOL SECTION TYPE 'O' POOL 811 6' 1811 1 1811 11 2011 1611 N. CLEAN COMPACTED / SOIL #3 DIA. REBAR @ 6" O.C.E.W. IN SPA FLOOR SPA SECTION SCALE: 3/8" = 1'-0" 811 18" 611 W.L..I 8 t1 k \#3 DIA. REBAR �• �• @ 6" O.C.E.W. lk IN SPA WALLS IL Y {. 6' TV 1Z11 1211 Ij 1 61 -4" - 6.1 L 1211 BELOW r SIi B-GRADE 1211 •�� 12" / \'\CLEAN 1211 - COMPACTED 6" MIN. SOIL BENCH SECTION - I STEP SECTION ` MAX. HANDHOLD SHALL BE ACCESSIBLE WITHIN 4 FEET NOT TO EXCEED 8 FEET AT ANY TWO POINTS ALONG THE INSIDE OF THE POOL PERIMETER WHERE THE WATER DEPTH EXCEEDS 4 FEET HANDHOLD DETAIL SPA FILE,,,,COPY 4" SKIMMER COVER W\ ' RMMER, TIED SKIAROUND ADJUSTABLE COLLAR WRAP (2) 03 DIA TO POOL STEEL I `:, •:R LEAF BASKET TO POOL P ^ UMP •:' 9,': 25 GPM MIN. FLOW SKIMMER DETAIL PUMP FRAME OR FILTER TANK MOUNT OR HEATER ANCHOR POOL PUMP AND FILTER PER MFGR'S. N.O.A. 4" THICK REINFORCED CONCRETE SLAB 2" MIN. F.G. PUMP FILTER rt 0'3 HEATER POOL PUMP, FILTER � AND HEATER ANCHOR POINTS MAY VARY POOL EQUIPMENT ANCHORING DETAIL SEE MFGR. SPECIFICATIONS FOR ADDITIONAL ANCHORING INFORMATION- EQUIPMENT SHAPES MAY VARY POOL SYSTEM FLOW RATE: 165 GPM (MAXIMUM FLOW FROM PUMP CURVE) REC. PUMP = 2.7 HP HAYWARD TRI STAR 950 (SP32950VSP) VARIABLE SPEED - LOW SPEED = 36 GPM MAX. HIGH SPEED = 165 GPM @ 35 TDH 3" SUCTION PIPE @ 165 GPM = 7.29 FT./SEC. (8 FT./SEC. MAX. - SUCTION LINES) 2.511 BRANCH PIPE @ 82.5 GPM = 5.64 FT./SEC. (6 FT./SEC. MAX. - SUCTION LINES) 3" PRESSURE PIPE @ 165 GPM = 7.29 FT./SEC. (10 FT./SEC. MAX. - PRESSURE LINES) CARTRIDGE FILTER = 165 GPM @ 1 GPM/ SQ. FT. =165 SQ. FT. MIN. FILTER AREA I HP AIR BLOWER MOTOR W/ BUILT-IN OVERLOAD HEATER (GAS)• IGNITION SWITCH SWITCH W/3- 012 THHN CU WITHIN 1/2" MIN. 3 -#12 THHN CU WITHIN 1/2" CONDUIT CONDUIT(CONNECT TOP 20 AMP .2 POLE GFCI (CONNECT TOP 20 AMP- I POLE GFCI BREAKER) BREAKER) CONTROL/POOL PANEL W/ 30 AMP - MANUAL MOTO R STARTERSWITCH 2 POLE BREAKER W/ INTEGRAL 2.7 HP PUMP MOTOR W/ BUILT-IN TIME CLOCK FOR PUMPS, MOTOR OVERLOAD SWITCH W/ 3 - #10 THHN AND HEATER CU WITHIN 1/2" MIN. CONDUIT (CONNECT TOP 20 AMP - 2 POLE GFCI &(I) 2 GROUND BREAKER) THHN IN 1 12" RPVC TIME CLOCK CONDUIT IT S.P.S.T. TOGGLE SWITCH - W. P. DISCONNECT (8) LED POOL LIGHTS 12 VOLT TRANSFORMER (GFI NOT REQUIRED) JUNCTION BOX (2) LED SPA LIGHT (GFI NOT REQUIRED) I. ALL ELECTRICAL TO COMPLY WITH 2O14 NATIONAL ELECTRIC CODE. ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY AT POINT OF CONNECTION. 2. 3-012 THHN CU WITHIN 12" MIN, CONDUIT FOR POOL LIGHT(S} 3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC. W/ #8 SOLID, BARE COPPER. 4. PROVIDE W.P.G.KI. OUTLET 10' MIN. - 20' MAX. FROM WATER'S EDGE. 5. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.22(B). 6. LOAD CALCULATIONS FOR EXISTING SERVICE AND PANEL - BY OTHERS. ELECTRICAL DIAGRAM N.T.S. AQUASTAR32CDFL-32" IT- 0d -'1` 33/32" CHANNEL DRAIN (316 GPM @ 3.9 FT/SEC THRU GRATE - HYDROSTATIC RELIEF VALVE SINGLE UNBLOCKABLE PORT OR CAP OFF OR EQUAL 3 L4" FINISH PLASTER --.._ FLOOR HYDROSTATIC RELIEF VALVE & MAIN DRAIN SUCTION LINE TIED TOGETHER AS SHOWN PERFORATED PVC COLLECTION ABOVE -PIPE SIZE PER TUBE, WHERE REQUIRED PLAN MIN. 1/2 YARD GRAVEL SUMP NOTE: 25.9 SQUARE INCH OPEN AREA, WRAPPED W/ DRAIN FEILD 316 GPM = 3.9 FEET PER SECOND CLOTH (RECOMMENDED) Channel Main Drain Detail SCALE: N.T.S. r�'l EQUIPMENT LAYOUT SCALE: N.T.S. LEGEND 1. 3" SPA MAIN DRAIN LINE 2. 2" VACUUM LINE 3. 3" POOL MAIN DRAIN LINE 4. 2" SKIMMER LINE 5. 3" RETURN TO THERAPY JETS 6. 3" POOL RETURN LINE 7. 2" AIR LINE A. 1.5" TO WASTE OR DISCHARGE TO GROUND B. 2.7 HP REC. PUMP W/ APPR HAIR & LINT STRAINER C. CARTRIDGE FILTER W/ PRESSURE GAUGE AND AIR RELIEF VALVE D. 4009000 BTU GAS HEATER W/ INTERNAL BY-PASS E. CHLORINE GENERATOR F. INSTALL PERMA-CAST PB-2011 WATER BOND OR APPROVED EQUAL TIED TO PUMP GROUND W/ #8 SOLID COPPER & APPROVED LUG (MIN. 9 SQ. IN SURFACE AREA EXPOSED TO WATER) PER MFGR'S SPECS (FIELD VERIFY LOCATION) G. VALVES (TYPICAL) H. 1 HP AIR BLOWER GENERAL NOTES: 1. ALL LIGHTS, LADDERS, HANDRAILS, REINFORCING STEEL SHALL BE GROUNDED PER CODE. 2. PO OL TO BE CONST RUCTED ll OF CONCRE TE/GUNtTE WITH A MINI NIL) D7 COMPRESSIVE STRENGTH OF 4000 P.S.I. AT 28DAYS. 3. ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS OF NEW BILLET STEEL, CONFORMING TO ASTM A-615, GRADE 60, STEEL SHALL BE BENT, LAPPED AND PLACED IN ACCORDANCE WITH ACI STANDARDS. 4. GRATE IN MAIN DRAIN SHALL HAVE A FREE AREA OF 4 TIMES THE AREA OF THE SUCTION LINE. 5. STEPS TO HAVE A 10" MINIMUM TREAD AND A 12" MAXIMUM RISER. 6. POOL TO BE FENCED PER LOCAL CODES. 7. GATES TO BE SELF -LATCHING, SELF -CLOSING AND LOCKABLE. 8. DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF ANSI/ NSPI 3; ANSI/ NSPI 4; ANSI/ NSPI 5; ANSI/ NSPI 6; AND ANSI/APSP 7 2013 AND ANSI/APSP.ICC-15 2011. 9. SPAS AND HEATED SWIMMING POOLS SHALL BE EQUIPPED WITH A COVER DESIGNED TO MINIMIZE HEAT LOSS. EXCEPTIONS: OUTDOOR POOLS DERIVING OVER 70 PERCENT OF THE ENERGY FOR HEATING FROM NON-DEPLETABLE ON -SITE RECOVERED SOURCES COMPUTED OVER AN OPERATING SEASON ARE EXEMPT FROM THIS REQUIREMENT. 10. ALL FEATURES OF THE POOL/SPA SHALL BE INSTALLED IN COMPLIANCE WITH THE FBC SIXTH EDITION (2017) - RESIDENTIAL -PRIVATE SWIMMING POOL AND LOCAL AMENDMENTS, IF ANY. 11. RESIDENTIAL SWIMMING POOL BARRIER SHALL COMPLY WITH FBC SIXTH EDITION (2017)-RESIDENTIAL CHAPTER 45. PRIVATE SWIMMING POOL. 12. PRESUMPTIVE LOAD- BEARING VALUE OF SOIL - INACCORDANCEWITHFBC SIXTH EDITION (2017) SECTION 1806.2 THE SOIL BEARING VALUE SHALL BE A MINIMUM OF 550 P.S.F. BASED ON A MAXIMUM OF 1/8" SETTLEMENT. 13. SHOULD ANY MUCK, MARL, OR OTHER ORGANIC SOILS BE DISCOVERED ON EXCAVATION, THEY SHOULD. BE REMOVED IN THEIR ENTIRETY, ALL CONSTRUCTION SHALL STOP AND THE ENGINEER OF RECORD SHALL BE CONTACTED TO CONDUCT AN INSPECTION. 14. POOL CONTRACTOR/OWNER BUILDERS TO VERIFY ALL POOL DIMENSIONS, POOL LOCATION AND SETBACKS PRIOR TO CONSTRUCTION. (CONTACT ENGINEER IF ANY DISCREPANCIES OCCUR) 15. POOL PLANS ARE DESIGNED TO MEET THE FBC SIXTH EDITION (2017) - RESIDENTIAL- PRIVATE SWIMMING POOLS. 16. ENTRAPMENT PROTECTION FOR SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF ANSI/APSP 7-2013 AND FBC SIXTH EDITION (2017) - RESIDENTIAL CHAPTER 45. PLUMBING NOTES: 1. ALL PIPING, EQUIPMENT AND MATERIALS USED IN THE PLUMBING SYSTEM OF SWIMMING POOLS THAT ARE BUILT IN PLACE SHALL CONFORM TO THE FBC SIXTH EDITION (2017), PLUMBING, CHAPTER 45 - PRIVATE SWIMMING POOLS. 2. POOL PIPING SHALL BE DESIGNED SO THE WATER VELOCITY WILL NOT EXCEED 6 FT/SEC ON BRANCH SUCTION LINES, 8 FT/SEC. ON SUCTION LINES AND 10 FT/SEC. PRESSURE LINES. 3. VALVES SHALL BE MADE OF MATERIALS THAT ARE APPROVED IN THE FLORIDA BUILDING CODE, PLUMBING. VALVES LOCATED LINDER CONCRETE 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 SUITABLE COVER. ALL VALVES SHALL BE LOCATED WHERE THEY WILL BE READILY ACCESSIBLE FOR MAINTENANCE AND REMOVAL. 4. WHERE CHECK VALVES ARE INSTALLED, THEY SHALL BE OF THE SWING OR VERTICAL CHECK PATTERN. 5. ALL HEATERS SHALL BE EQUIPPED WITH AN APPROVED PERMANENT BY-PASS OR ANTI -SIPHON DEVICE INSTALLED TO PROVIDE A POSITIVE MEANS OF RETAINING WATER IN THE HEATER WHEN THE PUMP IS NOT IN OPERATION. 6. ALL POOL PIPING SHALL BE 1.5" SCH. 40 PVC EXCEPT AS SHOWN AND SHALL BEAR THE H.S.P. SEAL OF APPROVAL. 7. THIS POOL/SPA IS DESIGNED TO WITHSTAND HYDROSTATIC UPLIFT FORCES WHEN EMPTY, FOR WATER TABLE UP TO 3'-0" BELOW POOL/SPA DECK ELEVATION. HOWEVER, DUE TO SEASONAL VARIATIONS IN THE WATER TABLE ELEVATIONS, ALL POOL/SPA SHALL BE FITTED WITH A HYDROSTATIC RELIEF VALVE. 8. WATER SUPPLY AND DISPOSAL SHALL BE ARRANGED SO THERE IS NO CROSS SUCTION WITH A DOMESTIC WATER SUPPLY OF WATER DISPOSAL. 9. UNLESS AN APPROVED TYPE OF FILLING SYSTEM IS INSTALLED, ANY WATER SUPPLY WHICH IN THE JUDGEMENT OF THE ADMINISTRATIVE AUTHORITY MAY BE USED TO FILL THE POOL IF EQUIPPED WITH BACKFLOW PROTECTION. NO OVER -THE -RIM FILL SPOUT WILL BE ACCEPTED UNLESS LOCATED UNDER A DIVING BOARD, OR PROPERLY GUARDED, 10. ALL POOL/SPA PIPING SHALL BE INSPECTED AND APPROVED BEFORE COVERING OR CONCEALING. IT SHALL BE TESTED AND PROVED TIGHT TO THE SATISFACTION OF THE ADMINISTRATIVE AUTHORITY, UNDER A STATIC WATER TEST OR AIR PRESSURE TEST OF NOT LESS THAN 35 PSI FOR 15 MINUTES. 11. JOINTS AND CONNECTIONS SHALL BE MADE AS REQUIRED BY THE FLORIDA BUILDING CODE, PLUMBING. 12. ALL WATER HEATING EQUIPMENT SHALL BE INSTALLED WITH FLANGES OR UNION CONNECTION ADJACENT TO THE HEATER. 13. PURPLE PRIMER REQUIRED ON ALL PVC PIPING PER FBC SIXTH EDITION (2017). 14. GAS PIPING SHALL COMPLY WITH FLORIDA BUILDING CODE FUEL GAS. (SEPARATE PLANS AND PERMIT REQUIRED) IS. SWIMMING POOL/SPA WATER HEATERS SHALL BEAR THE LABEL OF A RECOGNIZED TESTING AGENCY. 16. PROVIDE APPROVED BACKFLOW DEVICE AT WATER METER AND PRESSURE VACUUM BREAKER BACKFLOW DEVICE ON WATER SUPPLY WHEN REQUIRED. POOL/SPA SPECIFICATIONS SIZE: 18'-0" X 38'-0" DEPTH: 3'-6" TO 6'-011 VOLUME: 202200 GALLONS ELEVATION: DET. ON SITE TURN OVER RATE: 9.4 HR. (&,, 36 GPM MAX. - LOW SPEED (TURN OVER RATE: 2.0 HR. (a� 165 GPM - HIGH SPEED) DESIGN FLOW RATE: = 20,200 GAL./6 HRS./60 MIN. = 56 G.P.M. TILE: STANDARD THERAPY JETS: 7 IN N SPA POOL FINISH: MARCITE OR EQUAL PIPING: SCH. 40 INLETS: POOL (4) DECK: PAVERS ELECTRIC: BY OTHERS POOL LIGHT: J8) LED - NICHELESS SPA LIGHT: (2) LED - NICHELESS LADDER: NO HANDRAIL: NO PUMP: 2.7 HP HAYWARD TRI STAR 950 (SP32950VSP) A.P.S.P. PUMP CERT.: CURVE A - 35 GPM (&,1725 RPM FILTER: HAYWARD C200 CARTRIDGE 200 SQ. FT. FILTER AREA HEATER: 4002000 BTU GAS HEATER W/APPROVED COVER VACUUM LINE: YES POOL AREA: 667 S.F. PERIMETER 115 L.F. SPA AREA: 60 S.F. PERIMETER 32 L.F. AUTO -FILL: YES OVERFLOW: YES CHLORINE GENERATOR: HAYWARD T-CELL 9 POOL CONTROLLER SYSTEM: HAYWARD OMNI-LOGIC 1 HP BLOWER 1 CC z U � R 1nr o o . z (d4c:GJ 'rur n11+N`0 V a M t IO P azton V1 H r+•I. Vi I a V 00 E-, z in a�a• 00 a py U • a � A W Fri W C40 °Now qn c� 1, DRAWN BY: CLC CHECKED BY: WJC DATE: 8-24-18 SCALE: AS NOTED JOB NUMBER: 18 - 555 SHEET 2 OF 2