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HomeMy WebLinkAboutBUILDING SITE PLANSPROPERTY LINE --------_ --- ------- ------_------------------------------_— _--- I I I I I I I I I I I I 151 I PRESERVATION AREA I �� _. EASEMENT I — — — 3� �F I I a ,----------------------------------- I I 8.00' NAVD F7 POOL/SPA EQUIP. I SEE SITE PLAN: I RETAINING WALLS, BY OTHERS I I GUARDRAILS, DECK I STEPS, HANDRAILS & I REINFORCED OR DECKING - BY OTHERS PRODUCTAPPROVED S(S (FIELD VERIFY SIZE & I � I I i I LOCATION) AUTO -FILL DEVICE W/ I I 2" STATIC LINE I (1/2" FRESH WATER I 8.10' NAVD SUPPLY LINE FROM EX. ILOC. 2" SCH 40 FIELD VIERIFY H.B I o NOTE: I & r' OW LINE I TO ON -SITE -SITE DRAINAGE i 3'-6" DEPTHPROVIDE WINDOW AND DOOR SYSTEM OR EQUAL) 3^ SCH 40 ALARMS ON ALL OPENINGS I SKIMMER 18"BENCH- 1.540 SCH " THAT LEAD ONTO POOL AREA I zo" BELOW h I W.L. z" SCH 40 PER FBC SIXTH EDITION, 2017 FLUSH SPA -7 -� 'z I STUB -OUT FOR 18" BENCH - 20" BELOW W.L. � ■ POOL CLEANER 18" X 18" SPA STEP 2.5" (4) THERAPY JETS SCH cd ZI (1) AQUASTAR 32CDFL - 32" CHANNEL 401,3„ - I DRAIN (316 GPM @ 3.9 FT/SEC THRU CRATESCH SINGLE UNBLOCKABLE OR EQUAL) K. r 40 ,I EXIST I SWITCH Z I (1) LED L (1) LED SPA LIGHT -NICHE 8.00' NAVD gyp. ' RESIDENCE U I 2-SIDED SPILLWAY M FINISH FLOOR I 2.5" —� ELEVATION = 9.00' NAVD SCH I 5'-6" DEPTH 40 r 3" SCH 40 _ J I EXIST. PORCH 5'_6" DEPTH I I I AQUASTAR 32CDFL - 32" SUN SHELF CHANNEL DRAIN (316 GPM @ 3.9 6" DEPTH FT/SEC THRU GRATE - SINGLE UNBLOCKABLE COMPLIANT W/ I 8.10' NAVD I I ASME/ANSI A 112.19.8 - 2017 OR EQUAL I Ali I ICI I I i I I I 40 a I I (4) INLETS 2" SCU NOTE: THESE PLANS ARE FOR POOL AND SPA STRUCTURES, PLUMBING, EQUIPMENT/ELECTRICAL & DECK ONLY. ALL OTHER FEATURES DESIGNED BY OTHERS. 18" BENCH - I 20" BELOW I I (2) LED LIGHTS - W.L. I I NICHE I I Y6" DEPTH I I 1.5" SCH 40 I I � I 8.10' NAVD I NOTE: I I PERIMETER BONDING I I I WIRE @ 18"MIN. - 24" MAX. POOL CONTRACTOR TO VERIFY ALL FROM W.L. (SEE DETAIL) RETAINING WALLS, PROPERTY LINE LOCATIONS AND POOL I I I GUARDRAILS, DECK ELEVATION PRIOR TO CONSTRUCTION. I I I STEPS, G - BY OTHERS & POOL LAYOUT AND DIMENSIONS TO BE j I i nECKINc - By orHERs VERIFIED W/ OWNER PRIOR TO I j L—------------------, CONSTRUCTION I I I I I I I I I i I I I 8.00' NAVD i I -- - - L ❑ I I 3� 4' NAVD I I I I I I I I I I I I I I I I I I I ffI I --------J-------------------------------------------- --------------------- PROPERTY LINE POOL/SPA PLUMBING PLAN SCALE: 1/4"=11-0" (f I I - b5 rl ST. LUCIE COUNTY BUILDING DIVISL" FOR DATE MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE THESE PLQidS AND ALL PROPO,! D !'JORI< APE SUBJECT TO ANY CORRECTION$ RECUIIiED BY FIELD INSPECTORS VIAT &7AY BE NECESSARY IN ORDER TO COflPLY WITH ALL APPLICABLE CODES,' „ CONCFALED FASTENERS OR ATTACHMENTS ,ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD FILE COPY W M „ M Gr �+ 6� O rr�r� LL �.ZCo O C"o7 U * F 2: ¢ O: %a IIII11111 FJ' M 0-0 kn a M a M Lr I kn o0 a� V �I MW M Tom• ;;T. Q � W O a Cc U SCANNED BY St Lucie County s Uo • plo • O DRAWN BY: WJC CHECKED BY: SMS DATE: 10-25-18 SCALE: AS NOTED JOB NUMBER: 18 - 668 SHEET 1 OF 3 ~CONTRACTOR COPS' ., PRESERVATION AREA EASEMENT I II I 13'-4" I I I I I I I I HI �I wl `ti I w of I HI WI I °I I I 55'-8" 29' I I I I i i II I I I I 1 I I I I I 13'-4" I I � I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I 1 I I I -----------L--------------J�-- PROPERTY LINE ------------------------- I I I I I I I I I I I I I I 34'-4" — —= — — — — — — — — — — — — — — } — — — — — — — — — — — — — — — — — — — — — — — — — RETAINING WALLS, GUARDRAILS, DECK STEPS, HANDRAILS & DECKING - BY OTHERS 1 15'-4" 19'-10" 71-3" 7'-3"1 � — 6'-6" 1 1 101-$rr 6" POOL WALLS I 3'-6"DEPTH — — — — — — — i I---- 6" SPA 5r WALL I I I I I I I I I I 12" POOL I I I rim FLOOR I $�-6rr I I I I I s" SPA I 6'-41r I I I I WALL I I I ---------- - - - - - --- --� $f I I I I I I 15'-10" I---------- jf DEPTH r--I---------------$' ----I-- 8rr I I j I I I I I I I I I I I — I r 12' I I I I I I I IIELICAL PILE I (IS REQUIRED) I I 15 TON DESIGN CAPACITY I 30 TON ULTIMATE CAPACITY 81-6" i I I 3'-6" DEPTH 8rr 6" POOL WALLS 18'-6" 6'-6rr RETAINING WALLS, GUARDRAILS, DECK STEPS, HANDRAILS & DECKING - BY OTHERS If L—------------------- L I DO VN I I - - -- - - - - -- - - L------------------------j T PROPERTY LINE POOL/SPA PILING & LAYOUT PLAN SCALE: 1/4"=F-0" EXIST. PORCH POOL/SPA EQUIP. SEE SITE PLAN: BY OTHERS REINFORCED OR PRODUCT. APPROVED CONCRETE SLAB(S) (FIELD VERIFY SIZE & LOCATION) EXIST. RESIDENCE NOTE: THESE PLANS ARE FOR POOL AND SPA STRUCTURES, PLUMBING, EQUIPMENT/ELECT•RICAL & DECK ONLY. ALL OTHER FEATURES DESIGNED BY OTHERS. 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 � M M �z V � � rn o W ar � aAi o �w ........... �. co LL A:' -; .�> e W =z;e � M �. J Lu (i •x a o:Z: o• Z Fr'0 P • U QIo�U z � � 00aa V • QI U O 0 • • 0 DRAWN BY: WJC CHECKED BY: SMS DATE: 10-25-18 SCALE: AS NOTED JOB NUMBER: 18-668 SHEET 2 OF 3 UUNTRAXTOR Copy 4" MIN. GENERAL NOTES: • 18" MIN: 24" MAX. 1 HP AIR BLOWER MOTOR w/ BUILT-IN OVERLOAD SAND SET, INTERLOCKING 1 ' �. SWITCH W/ 3 - #12 THHN CU WITHIN 12" MIN. PAVER DECK (ENTIRE PERIMETER) - K SKIMMER COVER W/ WRAP (2) #3 DIA. AROUND HEATER (GAS) - IGNAITION SWITCH 1. ALL LIGHTS, LADDERS, HANDRAILS, REINFORCING STEEL SHALL BE N w 18 ADJUSTABLE COLLAR SKIMMER, TIED TO POOL STEEL 3 - 012 THHN CU WIT14IN 1/2" CONDUIT CONDUIT(CONNECT TOP 20 AMP - 2 POLE GFCI GROUNDED PER CODE. " BULLNOSE • Ir (CONNECT TOP 20 AMP - 1 POLE GFCI BREAKER) U BRICK COPING 1 - „ - 2. POOL. TO. BE CONSTRUCTED OF CONCRETE/GUNITE WITH A MINIMUM �4 111 _ SLOP DECK @ y" PER. FOOT W.L. BREAKER) 3e� - 4" - 6" MANUAL MOTOR STARTER SWITCH COMPRESSIVE STRENGTH OF 4000 P.S.I. AT 28 DAYS. f CONTROL/POOL PANEL W/ 60 AMP - JIS.SOLID BARE COPPERBOND t ' - i r 3. ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS •I 2 POLE BREAKER W/ INTEGRAL OR w/ BUTT -IN "� CLEAN FILL COMPACTED To WIRE W/APPR. EACH SIDEOCLAMPS - ;,! - ,: eEf.ow sue -GRADE I' OVERLOAD SWITCH W/ 3 - # 0 THHN OF NEW BILLET STEEL, CONFORMING TO ASTM A-615, GRADE 60, STEEL SHALL f w ' - 95% MAX. DRY DENSITY (ONE ON EACH SIDE OF " 1, ., TIME CLOCK FOR PUMPS, MOTOR I H a F r , POI) "-- _ ; -- -`"- I `: ..: AND HEATER CU WITHIN 12" MIN. CONDUIT BE BENT, LAPPED AND PLACED IN ACCORDANCE WITH ACI STANDARDS. (� = I UNDER DECK ONLY LEAFBASKET 4. GRATE IN MAIN DRAIN SHALL HAVE A FREE AREA OF 4 TIMES THE AREA OF S ` ' .•-T� • • ; •y ' (CONNECT TOP 20 AMP -.2 POLE GFCI FF° BREAKER) z z + a' THICK x 3' WIDE 2500 P.S.I. `. ` ` µ,! • 3 - 06 & 1 #10 GROUND THE SUCTION LINE. e 2 -#4 DIA. CONCRETE SLAB W/(I)MS BARE COPPER WIRE THHN CU IN 1" RPVC S.P.S.T. TOGGLE S. STEPS TO HAVE A 1011 MINIMUM TREAD AND A 12" MAXIMUM RISER. z Ir - ,, 4 6„ TOP OF BEAM (UNDER SLAB) TO POOL PUMP CONDUIT SWITCH 6. POOL TO BE FENCED PER LOCAL CODES. Y<�' BONDED TO POOL STEEL AS SHOWN ` _11 a 5 BENCH SECTION r :, ': ' zs GPM MIN. FLOW F" .::. (3) LED POOL LIGHTS 12 VOLT TRANSFORMER 7. GATES TO BE SELF -LATCHING, SELF -CLOSING AND LOCKABLE. ai MARC-TE OR E UAL EQUIPOTENTIAL BONDING DETAIL \.:•;• (GFI NOT REQUIRED) 8. DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY REINFORCING STEEL JUNCTION BOX - - (SEE SHEET 2) PER FLORIDA Bmcmrvc CODE ADAPTATION of •" (1) LED SPA LIGHT WITH THE REQUIREMENTS OF ANSI/ NSPI 3; ANSI/ NSPI 4; ANSI/ NSPI 5; w, 12' - - N.E.a.20t4 s¢a 680.26 (GFI NOT REQUIRED) ANSI/ NSPI6; AND ANSI/APSP 7 2006 AND ANSI/APSP.ICC-IS 2011. 9. SPAS AND HEATED SWIMMING POOLS SHALL BE EQUIPPED WITH A COVER VARIES t* DESIGNED TO MINIMIZE HEAT LOSS. EXCEPTIONS: OUTDOOR POOLS 0 VARIES CTRIC CODE. � SKIMMER DETAIL ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY DERIVING OVER 70 PERCENT OF T1. ALL ELECTRICAL TO COMPLY WITH 2O14 NATIONAL ELEHE ENERGY FOR HEATING FROM TYPICAL WALL SECTION AQUASTAR'32CDFL-32" 32 -x 33/32 AT POINT OF CONNECTION. NON-DEPLETABLE ON -SITE RECOVERED SOURCES COMPUTED OVER AN CHANNEL DRAIN (316 GPM 2. 3-#12 THHN CU WITHIN 12" MIN. CONDUIT FOR POOL LIGHT(S). HYDROSTATIC RELIEF VALVE OPERATING SEASON ARE EXEMPT FROM THIS REQUIREMENT. (pj 3.9 FT/SEC THRU GRATE - 3; GROUND ALL BOXES, LIGHTS, MOTORS, ETC. w/ #8 SOLID, BARE COPPER 10. ALL FEATURES OF THE POOL/SPA SHALL BE INSTALLED IN COMPLIANCE W ITH W SINGLE UNBLOCKABLE PORT OR CAP OFF 4. PROVIDE W.P.G.F.t. OUTLET 10' MIN. - 20' MAX. FROM WATER'S EDGE. OR EQUAL 31/4" WATERLINE 5. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.22(B). THE FBC SIXTH EDITION (2017) - RESIDENTIAL,. SECTION R4101-PRIVATE Z tt 6. LOAD CALCULATIONS FOR EXISTING SERVICE AND PANEL - BY OTHERS. SWIMMING POOL AND LOCAL AMENDMENTS, IF ANY. W 14" FINISH PLASTER _�� y FLOOR 11. RESIDENTIAL SWIMMING POOL BARRIER SHALL COMPLY WITH FBC FIFTH ELECTRICAL DIAGRAM EDITION (2014)- RESIDENTIAL CHAPTER 45- PRIVATE SWIMMING POOL. z 3� $> .MAINDRAINSUCTIONLINE 12. POOL CONTRACTOR/OWNER BUILDERS TO VERIFY ALL POOL DIMENSIONS, m PIPE REDUCED TO 1" HYDROSTATIC RELIEF VALVE & •.TIED TOGETHER AS SHOWN r3 m " N.T.S. POOL=LOCATION AND SETBACKS PRIOR TO CONSTRUCTION. AND RUN TO DECK PERFORATED PVC COLLECTION ABOVE - PIPE SIZE PER BOX TUBE, WHERE REQUIRED :PLAN VACUUM FITTING W/ (CONTACT ENGINEER 1F ANY DISCREPANCIES OCCUR) e 3 - SELF -CLOSING SAFETY COVER 13. POOL PLANS ARE DESIGNED TO MEET THE FBC SIXTH EDITION (2017) - W MIN. y2 YARD GRAVEL SUMP EL #400 RESIDENTIAL - PRIVATE SWIMMING POOLS. NOTE: 25.9 SQUARE INCH OPEN AREA, WRAPPED W/ DRAIN FEILD (HAYWARD MOD0. 316 GPM = 3.9 FEET PER SECOND CLOTH (RECOMMENDED) OR EQUAL) 14. ENTRAPMENT PROTECTION FOR SUCTION OUTLETS SHALL HE INSTALLED IN 2" SCH 40 PVC CORD VACUUM LINE DETAIL ACCORDANCE WITH REQUIREMENTS OF ANSI/APSP 7-2006 AND FBC SIXTH W SAVI LIGHT SLEEVE w Channel Main Drain Detail PUMP FRAME OR FILTER - EDITION (2017) - RESIDENTIAL CHAPTER as. SP 10-22 WALL -- FITTING - OR EQUAL SCALE: 3/8" = I'-0" TANK MOUNT OR NEATER ANCHOR PEROLPUMP AND PLUMBING NOTES: ' FILTER PER MFCR'S. N.O.A. INSTALLED INSIDE PIPE. - - rl 4" THICK REINFORCED CONCRETE SLAB 1. ALL PIPING, EQUIPMENT AND MATERIALS USED IN THE PLUMBING SYSTEM OF 2" MIN. SWIMMING POOLS THAT ARE BUILT IN PLACE SHALL CONFORM TO THE FBC SAVI LIGHT DETAIL F.G. PUMP . SIXTH EDITION (2017), PLUMBING, CHAPTER 45 - PRIVATE SWIMMING r -- POOLS.POOL PIPING SHALL BE DESIGNED SO THE WATER VELOCITY WILL NOT F•I FILTER EXCEED 6 FT/SEC ON BRANCH SUCTION LINES, 8 FT/SEC. ON SUCTION LINES ,y REAPER ^QI #4 DIA. REBAR @ 12" O.C. e AND 10 FT/SEC. PRESSURE LINES. A, HORIZONTAL & 6" O.C. VERTICAL 2. VALVES SHALL BE MADE OF MATERIALS THAT ARE APPROVED IN THE 7� (EXTEND MIN. 24" INTO FLOOR & 1 f p t t t t POOL PUMP, FILTER FLORIDA BUILDING CODE, PLUMBING. VALVES LOCATED UNDER CONCRETE q 8 6 SLABS SHALL BE SET IN A PIT HAVING AT LEAST A DIMENSION OF FIVE a TIED TO BOTTOM MAT) lgf_611 St_10if AND HEATER ANCHOR DECK - BY POINTS MAY VARY DIAMETERS WITH A MINIMUM OF AT LEAST 10 INCHES AND FITTED WITH A SUITABLE COVER ALL VALVES SHALL BE LOCATED WHERE THEY WILL BE a t f OTHERS READILY ACCESSIBLE FOR MAINTENANCE AND REMOVAL. POOL EQUIPMENT ANCHORING DETAIL ( 6 t t SEE MFGR. SPECIFICATIONS FOR ADDITIONAL ANCHORING 3. WHERE CHECK VALVES ARE INSTALLED, THEY SHALL BE OF THE SWING OR x WL 610 INFORMATION- EQUIPMENT SHAPES MAY VARY VERTICAL CHECK PATTERN 4. ALL HEATERS SHALL BE EQUIPPED WITH AN APPROVED PERMANENT BY-PASS 1 18 °f, r OR ANTI -SIPHON DEVICE INSTALLED TO PROVIDE A POSITIVE MEANS OF RETAINING WATER IN THE HEATER WHEN THE PUMP IS NOT IN OPERATION. W FINISH GRADE '� - 5. ALL POOL PIPING SHALL BE 1.5" SCH. 40 PVC EXCEPT AS SHOWN AND SHALL u #4 DIA. REBAR' #4 DIA. REBAR p (VERIFY MIN. 12" f t 11 f r ► 3 '-6" #4 DIA. REBAR @ i BEAR THE H.S.P. SEAL OF APPROVAL. A BURIAL) 5 -0 3 _6 5 ^® „ 12 O.C.E.W. IN i t 12 O.C.E.W. IN 6. THIS POOL/SPA IS DESIGNED TO WITHSTAND HYDROSTATIC UPLIFT FORCES a @ 6 O.C.E.W. 18 __�__ TOP MAT St_6tt SPA WALL SPA WALL WHEN EMPTY, FOR WATER TABLE UP TO X-0" BELOW POOL/SPA DECK a. •I _,.� �_• `s-• _ . ( �: ELEVATION. HOWEVER, DUE TO SEASONAL VARIATIONS IN THE WATER TABLE W ="Jt ELEVATIONS, ALL POOL/SPA SHALL BE FITTED WITH A HYDROSTATIC RELIEF a �- �- VALVE. W y J-- ! I� _I_(I 7. WATER SUPPLY AND DISPOSAL SHALL BE ARRANGED SO THERE IS NO CROSS O 1 1 tt '� { i 1- -T (!�i J �i ! k SUCTION WITH A DOMESTIC WATER SUPPLY OF WATER DISPOSAL. [io G- _ 12 tt I #4 DIA. REBAR C O S. UNLESS AN APPROVED TYPE OF FILLING SYSTEM IS INSTALLED, ANY WATER �� •�� +-• �-� �� •y. - - �.-. �� .�. I_� SUPPLY WHICH IN THE JUDGEMENT OF THE ADMINISTRATIVE AUTHORITY 0 i 11- ! } I _._ y -` `. .� �• @ 611 O.C.E.W. E D MAY BE USED TO FILL THE POOL IF EQUIPPED WITH BACKFLOW PROTECTION. z 61 _rl 12„ X 12„ { DROP TOP MAT : A NO OVER -THE -RIM FILL SPOUT WILL BE ACCEPTED UNLESS LOCATED UNDER 4 FOOTING IN FLOOR 121 t A DIVING BOARD, OR PROPERLY GUARDED. W/ #4 DIA. REBAR wI I i' II I I I 9. ALL POOL/SPA PIPING SHALL BE INSPECTED AND APPROVED BEFORE 12" O.C.E.W, Q COVERING OR CONCEALING. IT SHALL BE TESTED AND PROVED TIGHTTO - U 10" x 10" x 1/2" THICK GALV. #4 DIA. REBAR f THE SATISFACTION OF THE ADMINISTRATIVE AUTHORITY, UNDER A STATIC RECESS PILING 3" f f - 12" O.C.E.W. WATER TEST OR AIR PRESSURE TEST OF NOT LESS THAN 35 PSI FOR 15 z INTO BOTTOM OF #4 DIA. REBAR 12 G� STEEL PLATE WELDED TO @ BOTTOM MAT BRACKET -BOLT OR WELD 12" O.C.E.W. G F 10. JOINTS NTS AND CONNECTIONS SHALL BE MADE AS REQUIRED BY THE FLORIDA BRACKET TO HELICAL SHAFT POOL FLOOR (TYP.) 04 BOTTOM MAT BUILDING CODE, PLUMBING. V TYP. EACH PILE �j HELICAL PILE H 11. ALL WATER HEATING EQUIPMENT SHALL BE INSTALLED WITH FLANGES OR z POOLSECTION (15 REQUIRED) D) UNION CONNECTION ADJACENT TO THE HEATER. p Uj 15 TON DESIGN CAPACITY 11 112. PURPLE PRIMER REQUIRED ON ALL PVC PIPING PER FBC SIXTH EDITION (2017) I 605.21. H TYPE 'O' POOL 30 TON ULTIMATE CAPACITY �1 13. GAS PIPING SHALL COMPLY WITH FLORIDA BUILDING CODE FUEL GAS. E~ . SCALE: 3/8" = i'-U" 6 5 4 O, 2 7 (SEPARATE PLANS AND PERMIT REQUIRED) 14. SWIMMING POOL/SPA WATER HEATERS SHALL BEAR THE LABEL OF A u RECOGNIZED TESTING AGENCY. W EQUIPMENT LAYOUT 15. PROVIDE BACK FLOW PREVENTORON WATER SUPPLY. 0 SCALE: N.T.S. a 29'-0°' o 12' a 6" - 14'-011 14'-0" 6" w #4 DIA. REBAR #4 DIA. REBAR LEGEND u) @ 12" O.C.E.W. @ 1211 O.C.E.W 1. 3" SPA MAIN DRAIN LINE A W.L. 2. z" VACUUM LINE FOOL/SPA SPECIFICATIONS 3. 1 r - 4. 2" SKIMMER LINE POOL MAIN EIN LINE VOLUME: 19,000 GALLONS ELEVATION: DETTO 30N SITE � #4 DIA. REBAR m 5. 311 RETURN TO JETS , 11 11 11 1 11 > III Sv_6ft f t► r DECK- BY TURN OVER RATE: 8.7 HR. @ 36 GPM MAX. - LOW SPEED W @ 6" O.C.E.W. 3 _6 .III 6. 3" POOL RETURN LINE In OTHERS 72" AIR LINE (TURN OVER RATE: 2.1 HR. (&,150 GPM - HIGH SPEED) . r� TOP MAT 5'-6tt DESIGN FLOW RATE:=19,000 GAL./6 HRS./60 MIN. = 53 G.P.M. -III I I I= A. 1 HP AIR BLOWER TILE: STANDARD THERAPY JETS: (4) IN SPA z `'- B. 1.5" TO WASTE OR DISCHARGE POOL FINISH: MARCITE OR EQUAL W -III -� •�• •- �` ��-s J-"•-y- _ III= TO GROUND PIPING: SCH. 40 INLETS: POOL (4) SPA (JETS) p POOL SYSTEM FLOW RATE: 150 GPM C. 2.7 HP REC. PUMP W/ APPROVED HAIR DECK: PAVERS ELECTRIC: BY OTHERS H. -III _ -` - `f- • - -III-III .-� I I (MAXIMUM FLOW FROM PUMP CURVE) & LINT STRAINER POOL LIGHT: (3) LED - NICHE SPA LIGHT: (1) LED - NICHE D. CARTRIDGE FILTER W/ PRESSURE LADDER: NO HANDRAIL: NO RFC. PUMP = 2,7 HP JANDY E-PUMP JET 2.0 GAUGE AND AIR RELIEF VALVE REC./THERAPY PUMP: 2.7 HP JANDY E-PUMP JEP 2.0 RECESS PILING 3" A.P.S.P. PUMP CERT.: CURVE A - 34 GPM (a), 1725 RPM VARIABLE SPEED - LOW SPEED = 36 GPM MAX. E. 400,000 BTU GAS HEATER W/ �+ INTO BOTTOM OF FILTER: JANDY CV346 C7 POOL FLOOR (TYP.) #4 DIA. REBAR @ HIGH SPEED =150 GPM @ 40 TDH INTERNAL BY-PASS CARTRIDGE - 340 SQ. FT. FILTER AREA 12" O.C.E.W. 3" SUCTION PIPE @ 150 GPM = 6.63 FT./SEC. F. VALVES (TYPICAL) HELICAL PILE HEATER: 400,000 GAS HEATER 3 BOTTOM MAT G. SALT GENERATOR 10" x 10" x 1/2" THICK GALV. (15 REQUIRED) (8 FT./SEC. MAX. -SUCTION LINES) �� H. INSTALL PERMA-CAST PB-2011 WATER BOND VACUUM LINE: YES 2.5 BRANCH PIPE @ 75 GPM = 5.13 FT./SEC. A 15 TON DESIGN CAPACITY POOL AREA: 615 S.F. PERIMETER 108 L.F: STEEL PLATE WELDED TO '� (6 FT./SEC. MAX. -.PRESSURE LINES) < , OR APPROVED EQUAL TIED TO � 30 TON ULTIMATE CAPACITY PUMP GROUND W/ #8 SOLID COPPER SPA AREA: 37 S.F. PERIMETER 25 L.F. BRACKET -BOLT OR WELD 3 PRESSURE PIPE @ 150 GPM = 6.63 FT./SEC, • E•I BRACKET TO HELICAL SHAFT POOL SECTION (10 FT./SEC. MAX. - PRESSURE LINES) & APPROVED LUG (MIN. 9 SQ. IN AUTO FILL: YES OVERFLOW: YES AQUA PURE SALT CHLORINE GENERATOR TYP. EACH PILE TYPE 'O' POOL ;;. SURFACE AREA EXPOSED TO WATER) JANDY CONTROL SYSTEM RSPS4 CARTRIDGE FILTER = 36 GPM @ 0.375 GPM/ SQ. FT. PER MFGR S SPECS (FIELD VERIFY LOCATION) SCALE: 3/8" =1'-0" 1 HP AIR BLOWER = 96 SQ. FT. FILTER AREA , cc aL P4 ( M •� C CC z \,\ C '0I C r U O � � VIC +°°11 •K � �+'tr lJ � LL6'•2�s o t? W ; ;w co-9 hW- ¢�aa b . co N,N % P R�. +e+ 'rrI11111111N �-1 fn 00 00 ~ 00en en Caen ,z N lin in O .. U 00 t d V enro H CA ro If7 caa, V ram• , O A O al v a � en DRAWN BY: WJC CHECKED BY: ISMS DATE: 10-25-18 SCALE: AS NOTED JOB NUMBER: 18 - 668 SHEET OF T 7"l C . / REQ• MIN. FRONT SIDES GNR S WOOD BULKHEAD I INDEX OF DRAWINGS A-1 SITE PLAN, DETAILS A-2 FIRST FLOOR PLAN, DOOR SCHEDULE A-3 SECOND FLOOR PLAN, WINDOW SCHEDULE A-4 ROOF PLAN A-5 FRONT & REAR ELEVATIONS A-6 LEFT & RIGHT SIDE ELEVATIONS A-7 BUILDING SECTIONS A-8 WALL SECTIONS AND DETAILS A-9 NOTES AND DETAILS A-10 FIRST FLOOR ELECTRICAL PLAN A-11 SECOND FLOOR ELECTRICAL PLAN A-12 PANEL SCHEDULES, RISERS, NOTES A-13 BATHROOM ELEVATIONS A-14 BATHROOM ELEVATIONS 27 + P -�' _ 1123.19 - '- INDICF Tt -O 34.7 + r- / (F) 15.00' I PRESERVATION I —1 Z I AREA 1 0< \� EASEMENT 4 i _ n I + I I � I Q I 0 I H I APPROXIMATE j MEAN HIGH WATER LINE I 1 1 I 35.00' i CONSERVgT10 N AREA i I I I I 49, +/- (P) i 29.1' +/- (F) p v.r rvvwiv WWIv i BETWEEN POOL WALL AND STEM WALL, TYP I I / I ZD 6" DEEP 1\ i� POOL WALL � I POOL UNDER SEPARATE PERMIT f I 11 1 i CO I S-1 FOUNDATION PLAN, SCHEDULES S-2 FLOOR / LOWER ROOF FRAMING PLAN, SCHEDULE, DETAIL S-3 UPPER ROOF FRAMING PLAN, SCHEDULE S-4 NOTES, DETAILS, SCHEDULES S-5 WIND PRESSURES M-1 FIRST FLOOR HVAC PLAN, DETAILS, SCHEDULE M-2 SECOND FLOOR HVAC PLAN, NOTES, DETAIL 60 , N8602115"E , 20.00' WM S�2°24'110"E 139' 4__ ---__ _/. --_--- -- -- -- OPOSED GRADE 8 8.5 6� 6 \ \ a o a (—M- 1 al tom- b CATV T DECK-O-DRA N OUTLET C.U. C.U. TRANS. S B T� \ Poo7E0_ 0 ❑ ,6, — SETBACK LINE \ FND 5/8" 0 IB & C BLOOMSTER LB 6018 0.13' S 0.05' E --- - - --------- -- \ 0 --- I \ \ O \ \ SEGMENTED STEM WALL & FOOTIW BELOW OOL DECK 0 0 j LANDSCAPED \\ ISLAND \\ \ r 2' \ CVG ) ASPHALT ST. LUC1E BUILDING REVIE FOR COM MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE PI. �13 AND ALL PROPOSED WORK ARE UB COT TO ANY CORRECTIONS RC"UH CD Y FIELD INSPECTORS THAT MAY Et CESSARY IN ORDER TO CCP,Pa`LY I I ALL APPLICABLE CODES. I:�L D FASTENERS OR ATTACHMENTS 3E HE RESPONSIBILITY OF THE ONTRACTOR OFRECORD E COPY SLAB, T p P. - SEE L 1/S-1 Ik INDICATES EXISTING GRADE .�IN �• \ +�6,2 I \ i N 1Q'-0" STON VERS AND 'HELL I DRIVEWAY \E OR FEUTAK"I\ \ I 0 ° SET MPA T SHELL \ Or�ua WND aum j \ �' ` � ROCK BAS ON OMPAC i DN 5 R, e rn�t rax tih \ \ I -- 41@14" 36 L SPA III PROPOSED TWO STORY— zl SINGLE FAMILY RESIDENCE v v �- 5'-a'/ I D� • �' POOL �I I >r s' s" DEEP 6'-d' 0" o I PMJ>ED FL ELEV. sa \ 1 \ z?xi COVEFED PORCH ,I ` 1 '' Q I I ,--83 o\ f I \ +�5,5' "'y I 1',-- _ 1 3 I1 I b of �� I ----------- 1 I 1 ISHELr- 15. 0p I 11 � io 1 LLl I a " DE EXPAN 1 BETW CO E I -IF I 01 LLI v DN— I I 12 T. 16" It S 1 .93— I BELO I STAIR �� s 1 I c) zni �I 28 20.41' -- 1-. ELEV. I I.& AT GA IGE `b j 80- Ln Ld ' �� � `L > r------- t} -, Q LP DTANKKR(5�00 GAL) I J DI I CO ALL VI — — _ — SETBACK LINE OOL DI I Y-V X 5 F-W I > 6,5 I 1 I — — A III ELEV. e.6' AT GARAGE I SETBACK LINE I I I I +-5,0 10 E918, T 10N I�_ iIt � I �3,1' +r 3,6' 178.22' +-5,5' I-----------------1---- ` I ------------------- FND 5/8"0 IB & C N 2 °2 4 I 1 O" W PLAT LIMITS , 2 49' /— (P 1 SET PK IB & C SMACHED \ ) ZONE A E 0, 0.11' S ZONE VE 10. 0' 8"X8" CONC. CAP BM W/(U#5 BAR CONT. IN 6 MAX SEGMENTS TYR TONGUE & GROOVE KEY AT FOOTING, TYR 0 IN GROUT RLLED CELL, TYR STEM WALL / FOOTING DETAIL 1/4� = 1'-0� PLAN VIEW + STUCCO FINISH OVER 8" CMU'RETAINING WALL' REINFORCED W/ #60 IN SOLID GROUT RLLED CELLS:0 24" O.C, TRAVERTINE OR SIMILAR ZONE A E (9.0 N I I PAVER SAND SET ON I I SHELL ROCK SUBSTRATE 8' VI N YL GATE1 ON COMPACT SOIL SITE PLAN I 15" HOOK INTO FOOTING 39'W.x12"H.x6-8"L CONC. FOOTING SEGMENT W/ TONGUE & GROOVE KEY BETWEEN SEGMENTS —(4) #5 CONT. BOTTOM STEM WALL SECTION 1/2� = 1'-0� 1/8I = 1'-0" NOTE: ALL ELEVATIONS ARE N,AYD, GROUT LINE EXPANSION PORCELAIN WATER LINE TILE TO BE SELECTED - fZiZ�I�ri4_1�R TRAVERTINE OR SIMILAR PAVER SAND SET ON SHELL ROCK SUBSTRATE ON COMPACT SOIL DECK / POOL SECT ION 1/2� = 1'-0� LOT COVERAGE DATA LOT AREA 14,173.3 SF, 100-00% ALLOWABLE BUILDING COVERAGE 4,252.0 S.F. 30.00% ACTUAL BUILDING COVERAGE 3,371.0 SF, 23,78% AREA TABULATIONS FIRST FLOOR A/C 1,833 SF, SECOND FLOOR A/C 1,962 SF. TOTAL A/C 3,795 S.F. GARAGE 641 S.F. COVERED ENTRY 49 S.F. SOUTH SIDE ENTRY 47 S.F. LOGGIA 801 S.F. TOTAL UNDER ROOF 5,333 S,F. NOV 2 S 2018 ST. Lucie County, Permitting Mitchell O'Neil A.I.A. ARCHITECT www.oneilarchitect.com 947 N. Alt. Al A Suite C Jupiter, Florida 33477 Ph. 561 -746-1113 mitchOoneilarchitect.com REG. NO.10338 ALL FIGHTS RESERVED © 2018 pe�n� end �edacaume ae hem,renca of aeMoe are �3 efW reran to Malty of to Pict The aav,+rae ehel not De uwa on ether IxDte. fa amtlone to ,Na polBot, ar far tha DDnplatlon of iris P,Dkot DY olhera, ee�eiK bl' egeefr�eM h valtlrq, Seal: .rg IVANY HOUSE A Residence For: Mr. & Mrs. Robert Ivany Lot 6, Las Tortugas at Hutchinson Island St. Lucie County, FL 113 Island Dunes Road Notes: Revisions: Date / Description ISSUE 3-28-18 ISSUE 4-2-18 ISSUE 6-22-18 ISSUE 7-31-18 ISSUE 9-6-18 &REV. 9-18-18 &REV.10-19-18 ADD DIM. Sheet No.: A-1 of CONTRACTOR COPY PROPERTY LINE .--------------- I 1 I I I I I I I I _ —15r = I PRESERVATION AREA EASEMENT I F Ff I 3J� 4' NAVD ❑u I I -------- --------------------------- — ----- II 1 I 8.00' NAVD POOL/SPA EQUIP. ` i I SEE SITE PLAN: I BY OTHERS I I RETAINING WALLS, GUARDRAILS, DECK I REINFORCED OR I I STEPS, HANDRAILS & PRODUCT APPROVED I I I DECKING - BY OTHERS CONCRETE SLAB(S) I I I (FIELD VERIFY SIZE & I I 1 'y LOCATION) I I AUTO -FILL DEVICE W/ I 2" STATIC LINE I I _ I (1/2" FRESHWATER I 8.10 NAVD SUPPLY LINE FROM EX. HOSE BIBB - BY OTHERS I " o 2" SCH 40 NOTE: FIELD VERIFY H.B. LOC. I I & 2" OVERFLOW LINE I PROVIDE WINDOW AND DOOR TO ON -SITE DRAINAGE 3'-G" DEPTH 1 OR EQUAL) i 3" SCH 40 ALARMS ON ALL OPENINGS 18" BENCH - THAT LEAD ONTO POOL AREA SKIMMER 1s' SCH 4o I zo" BELOW I PER FBC SIXTH EDITION, 2017 W.L.. 2" SCH FLUSH SPA w I 18" BENCH 20" BELOW W.L. STUB -OUT FOR I - POOL CLEANER rl` w I 18" X 18" SPA STEP 2.5" (4)THERAPY JETS SCH l I AQ - 32" CHANNEL 40 a r SCH D (316 GP * 3.9 G DRAIN (316 GPM @ 3.9 FT/SEC THRU GRATE 40 - SINGLE UNBLOCKABLE OR EQUAL) EXIST. • w I I I SPA SIDE AIR SWITCH (1)LED SPA LIGHT - NICHE 8.00'NAVD RESIhENCE z I 2-SIDED SPILLWAY `r FINISH FLOOR M I I ELEVATION = 9.00' NAVD I ( 2.5" SCH I 40 3" SCH 40 I I 5'_6" DEPTH I I 5'-6" DEPTH EXIST. PORCH I I I I SUN SHELF I AQUASTAR 32CDFL - 32" N N E6 N 9 2 CHANNEL DRAIN (316 GPM @ 3.9 / G DEPTH FT/SEC THRU GRATE - SINGLE / 8.10' NAVD UNBLOCKABLE COMPLIANT W/ NOTE: ASME/ANSI A 112.19.8 - 2017 OR EQUAL THESE PLANS ARE FOR POOL AND SPA STRUCTURES, PLUMBING, EQUIPMENT/ELECTRICAL & DECK I I ONLY. ALL OTHER FEATURES I I DESIGNED BY OTHERS. I I ao I I (4) INLETS 18" BENCH - SCH I I 20" BELOW I I (2) LED LIGHTS - W.L. I I NICHE I I 3'-C' DEPTH''/ I 1.5" SCH 40 -- J eAe� 8.10' NAVD �. NOTE: I I I PERIMETER BONDING WIRE on. 1 . - 24" MAX. POOL CONTRACTOR TO VERIFY ALL 4 I I I I I FROM W.L. (SEE DETAIL) PROPERTY LINE LOCATIONS AND POOL SSS2►�'"S RETAINING WALLS, I I I GUARDRAILS, DECK ELEVATION PRIOR TO CONSTRUCTION. I I STEPS, HANDRAILS & POOL LAYOUT AND DIMENSIONS TO BE I I I DECKING - BY OTHERS VERIFIED W/ OWNER PRIOR TO I I I CONSTRUCTION II L— ------------------- I I I I I I 1 8.00' NAVD `g I -0'5" ST. LUCI'L COU (MADE L----------------------- BUILDING0 SIpLD 3a,NAVD FORA aEVIEwED ar DATEAND PE MUSTBEKEPTON ONO INSPECTIONWILL B I i 1 I 1"HI:SE t� I I L,,NS AND ALL PROPOSCI[) i I AP7"S ,8JECTTOAhJYCO�f� I I RL"'- ICED BY FIELD NSPCC, 01 S T ;, T I I MAti� f�E NC�SSARY !N O�1rJ,�ir T� I I O Wr° r�LY V11Tl•i ALL APPLICA F O iOE I - ------ PROPERTYLINE CONCFXED FASTENERS OR A7ACHMEN7T POOL/SPA PLUMBING PLAN ARErHEREsaoNsieamoFTNF CONTR4CTOR OFRECORD SCALE. 1/4 -1 -0 RErErvers MAR 0 6 2018 F! re Permltnnn r;,ana CmAr9C p. 'n „ M �o v O cn GTE 67 OLo 2 co m Z�ti �, Z co '•. v4c • IJ M F�F ono � 00 M In N ►.� � W � vri C7 d• U o O a �/ kn w kn F•� 00 a a • a U r1 � 0 O O • O DRAWN BY: WJC CHECKED BY: SMS DATE: 10-25-18 SCALE: AS NOTED JOB NUMBER: 18 - 668 SHEET OF 31 PROPERTY LINE I I I I I I I I I I I I I 15' PRESERVATION AREA 34'-4" EASEMENT I - 6'-611 6�� 1 (14Ax I I r ------------------ I I I I I I RETAINING WALLS, r GUARDRAILS, DECK #4 DIA. REBAR @ I I I STEPS, HANDRAILS & 12" O.C.E.W. IN DECKING - BY OTHERS �I I 131-411 l! _i I I I 12rr #4 DIA. REBAR an, 6" O.C.E.W. I TOP MAT I T-3" I I I 6" POOL WALLS 7'-3f' 15'-4" IIELICAL PILE I 44 DIA. REBAR (15 REQUIRED) I I IF @ 12" O.C.E.W. 15 TON DESIGN CAPACITY I I I 3'-6^ uEPT11 BOTTOM MAT 30 TON ULTIMATE CAPACITY I I SUN BENCH SECTION SCALE: 3/8" = 1'-0" I I - I I I I I I l i I i L I 8'-6 FLOOR„ of I I La of I I I I I I I I I --I---------- I-- 1 55'-8" 29' 1 i 1 J-6" DEPTH 8' I I-�----------I----------1-- I I I I I I I I I I II - - - - - - - - - - - - - I � I I 1 i I HELICALPILE I I 1 I (15 REQUIRED) I I 15 TON DESIGN CAPACITY 30 TON ULTIMATE CAPACITY I I I I I / I I I 3'-6" DEPTH / I I I I I l 4.5" 6" POOL WALLS I I I I I 18'-6„ I I 19'-10" 6'-6" 10' VERIFY k 6" SPA 5, WALL SPA I I ' I 6' 4n W WALL IL----11 i 8" I I I I 8' 5 VERIFY 12' I RETAINING WALLS, I 1 I GUARDRAILS, DECK I I I STEPS, HANDRAILS & 1314" 1 1 DECKING - BY OTHERS ------------------- I I I I I 1 DO WN I I I I I I I I I I I I I 1 I I I 1 I I I - I 1 I I I I I I I I I I I PROPERTY LINE POOL/SPA PILING & LAYOUT PLAN SCALE: 1/4"=1'-0" 8" EXIST. PORCH ---------------- ` POOL/SPA EQUIP. SEE SITE PLAN: BY OTHERS REINFORCEDOR PRODUCT APPROVED CONCRETE SLAB(S) (FIELD VERI FY SIZE & LOCATION) EXIST. RESIDENCE NOTE: THESE PLANS ARE FOR POOL AND SPA STRUCTURES, PLUMBING, EQUIPMENT/ELECTRICAL & DECK ONLY. ALL OTHER FEATURES DESIGNED BY OTHERS. 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 a 00 ' o N N N r, 0 0 O � a W � a O W O � z a A a f37 � „ M U 04 1- a a �• �w LL z L * Z;w M w �:aE a O:Z� z° y�: @ : Gj ♦ AK • V 00 en a M h.r z k N W If) ►� a�r�0 G7 rr aV000O en F, z In 11 � h�l 00 ;L4 ay V z a A �a V PON" V� O • O DRAWN BY: WJC CHECKED BY: SMS DATE: 10-25-18 SCALE: AS NOTED JOB NUMBER: 18 - 668 SHEET Z OF 3 u pm,"! 'MIN. I HP AIR BLOWER MOTOR w/ BUILT-IN OVERLOAD GENERAL NOTES: '"• 18" MIN: 24" MAX. SWITCH W/ 3 - #12 THHN CU WITHIN 1/2" MIN. p+ ' SAND SET, INTERLOCKING SKIMMER COVER W[ WRAP (2)x3 DIA. AROUND HEATER (GAS) - IGNAITION SWITCH 1. ALL LIGHTS, LADDERS, HANDRAILS, REINFORCING STEEL SHALL BE - 4, (ENTIRE PERIMETER) o R 18" ADJUSTABLE COLLAR I1Z SKIMMER, TIED TO POOL STEEL.. 3 - #12 THHN CU WITHIN 12" CONDUIT CONDUIT(CONNECT TOP 20 AMP - 2 POLE GFCI GROUNDED PER CODE, r4 BULLIA PAYER DECK - - ,,, . I j� ---'- ", , I (CONNECT OP 20 AMP. 1 POLE GFCI B ) POOL TO BE CONSTRUCTED OF CONCRETE/GUNITE WITH A MINIMUM ' '• IfL .._ � BREAKER) 2. -"BRICKSLOP DECK Y,," PER. FOOT W.L. " r ` MANUAL MOTOR STARTER SW ITCH COMPRESSIVE STRENGTH OF 4000 P.S.I. AT 28 DAYS. : 0 G 3„ ! - 4° - 6° . • , - • . - - CONTROL/POOL PANEL W/ 60 AMP - 2.7 HP PUMP MOTOR w/ BUILT-IN •3, ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS , 1%0404 2. r. " xs SOLID BARE COPPER BOND- 2 POLE BREAKER W/ INTEGRAL OVERLOAD SWITCH W/ 3 - 010 T HN OF NEW BILLET STEEL, CONFORMING TO ASTM A-615 GRADE 60 STEEL SHALL w WIRE w/ APPR. CLAMPS `. _ BELOW SUB -GRADE • ' f TIME CLOCK FOR PUMPS, MOTOR ' ' CLEAN FILL COMPACTED To ONE ON EACH SIDE of _ - CU WITHIN 12" MIN. CONDUIT. H BE BENT, LAPPED AND PLACED IN ACCORDANCE WITH ACI STANDARDS. ,. ( AND HEATER -'-95% MAX. DRY DENSITY POOL-4TOTAL) "' -• • LEAFBASKET (CONNECT TOP 20 AMP - 2 POLE GFCI, UNDER DECK ONLY ..-�=. : ':''. BREAKER)4. GRATE 1N MA N DRAIN LL HAVE A FREE AREA OF 4 TIMES THE AREA OF' '�..3 - #6 & 1 #lO GROUND THE SUCTIONILINE.SHA 4" THICKx YWIDE 2500 P.S.I.00 n n 2 _ xa DIP• concRETE sLABw/O) xa BARE soL10 CoeeER WIRE - -► THHN CU IN 1" RPVC S,P.S.T. TOGGLE4Ll 5. STEPS TO HAVE A 10 MINIMUM TREAD AND A 12 MAXIMUM RISERTOP OF BEAM (UNDERSLAB) i ; ".; •'• TOPOOLPUMP CONDUIT SWITCH - 6. POOL TO BE FENCED PER LOCAL CODES, BONDED To coal, STEEL As sxowN I r r: 25 GPM MIN. FLow 12 VOLT TRANSFORMER 7, GATES TO BE SELF -LATCHING, SELF -CLOSING AND LOCKABLE.BENCH SECTION (3) LED POOL LIGHTS Q....MARCITE oR EQUIPOTENTIAL BONDING DETAIL(GFI NOT REQUIRED) JUNCTION BOX 8. DESIGN, CONSTRUCTION ANDWORKMANSHIPSHAIL BE 1N CONFORMITY REtNFoecINc STEEL WITH THE REQUIREMENTS OF ANSI/ NSPI 3; ANSI/ NSPI 4; ANSI/ NSPI 5;(SEE SHEET 2) PER FLORIDA BUILDING CODE ADAPTATION OF '7'• : '� - (I) LED SPA LIGHT ANSI/ NSPI 6 AND ANSI/APSP 7 206$ AND ANSI/APSF.ICC-t5 2011.-; N.B.C. 2014 SEC. 6s0.2s(GFI NOT REQUIRED) SPAS AND HEATED OOLS SHALL13E EQUIPPED WITH A COVER12RAHHUS MMER DETAIL _ • 1. ALL ELECTRICAL TO COMPLY WITH 2O14 NATIONAL;; ELECTRIC CODE. 9 DESIGNED TO MINIMIZE HEAT L ^�' uT DERIVING OVER 70 PERCENT OFOSS. EXCEPTIONS: OUTDOOR POOLS vAR1Es SKI " _ AT POINT OF CONNECTION.TRACR TO VERIFY ADEQUATE CAPACITY THE ENERGY FOR HEATING FROM 4--32 --f 33m^NON-DEPLETABLEON-SITE RECOVERED SOURCES COMPUTED OVER AN � TYPICAL WALL SECTION AQUASTAR 32CDFL-32" 2. 3412 THHN CU WITHIN 12" MIN. CONDUIT FOR POOL LIGHT(4 CHANNEL DRAIN (316 GPM 3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC. w/ #8 SOLID, BARE COPPER - OPERATING SEASON ARE EXEMPT FROM THIS REQUIREMENT. @ 3.9 FT/SEC THRU GRATE- HYDROSTATIC RELIEF VALVE . - 4. PROVIDE W.P.G.F.I. OUTLET 10' MIN. -20' MAX. FROM WATER'S EDGE. 10.. ALL FEATURES ORTHE POOL/SPA SHALL BE INSTALLED IN WITH P1 PORT OR CAP OFF . SINGLE UNBLOCKABLE 5. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.22(B). THE FBC SIXTH EDITION (2017) - RESIDENTIAL, SECTION R4101-PRIVATE N OR- EQUAL. 31/4 WATERLINE "* FLOOR •' 6. LOAD CALCULATIONSFOREXISTINGSERVICEANDPANEL-BY OTHERS. SWIMMING POOL. AND LOCAL AMENDMENTS, IF ANY. ~ S TO VERIFY ALL POOL DIMENSIONS, H. 1411 _� it. RESIDENTIAL SWIMMING POOL BARRIER SHALL COMPLY WITH FBC FIFTH 0 r' FINISH PLASTER EDITION (2014)- RESIDENTIAL CHAPTER 45- PRIVATE SWIMMING POOL. • - ' -- z - ELECTRICAL DIAGRAM c� MAIN DRAINSUCTIONLINE 12., POOL CONTRACTOR/OWNERBUILDER h a� m a PIPE REDUCEIIT0,1" HYDROSTATIC RELIEF VALVE & TIED TOGETHER AS SHOWN N.T.S. POOL LOCATION AND SETBACKS PRIOR TO CONSTRUCTION. U. z PERFORATED PVC COLLECTION ABOVE -PIPE SIZE PER - , z AND RUN TO DECK (CONTACT ENGINEER IF ANY DISCREPANCIES OCCUR) F TUBE, WHERE REQUIRED PLAN VACUUM FITTING W/ i%/ Box 13. POOL PLANS ARE DESIGNED TO MEET THE FBC SIXTH EDITION (2017), a 3 SELF -CLOSING, SAFETY COVER MIN. Y22 YARD GRAVEL SUMP (HAYWARD MODEL 0400 NOTE: 25.9 SQUARE INCH OPEN AREA, WRAPPED W/ DRAIN FEILD RESIDENTIAL - PRIVATEION FOR SUCTION POOLS. a - 316 GPM=3.9 FEET PER SECOND CLOTH (RECOMMENDED) OR EQUAL) .. l4. ENTRAPMENT PROTECTION FOR SUCTION OUTLETS SHALL BE INSTALLED IN r' scH ao Pvc CORD VACUUM LINE DETAIL ACCORDANCE WITH REQUIREMENTS OF ANSI/APSP 7-2006 AND FBCS.IXTH W SAV'LIGHT SLEEVE Channel Main Drain Detail PUMP FRAME OR FILTER TANK MOUNT OR HEATER EDITION (2017) -RESIDENTIAL CHAPTER 45. Vi SP 10-12 WALL SCALE : 3/8" = 1'-0" ANCHOR POOL PUMP AND Z FITTING OR EQUAL ffl GR'S. N.O.A. • INSTALLEDINSIDEPIPE - PLUMBING NOTES: NFORCED CONCRETE SLAB 1. ALL PIPING, EQUIPMENT AND MATERIALS USED IN THE PLUMBING SYSTEM OF AIN. - SWIMMING POOLS THAT ARE BUILT IN PLACE SHALL CONFORM TO THE FBC SAVI LIGHT DETAIL PUMP SIXTH EDITION (2017), PLUMBING, CHAPTER 45 - PRIVATE SWIMMING POOLS.POOL PIPING SHALL BE DESIGNED SO THE WATER VELOCITY WILL NOT FIEXCEED 6 FT/SEC ON BRANCH SUCTION LINES, 8 FT/SEC. ON SUCTION LINES ''#4 DIA. REBAR @ 12" O.C. AND 10 FT/SEC. PRESSURE LINES.HORIZONTAL & 6" O.C. VERTICAL 2. VALVES SHALL IN MADE OF MATERIALS THAT ARE APPROVED IN THE FLORIDA BUILDING CODE, PLUMBING. VALVES LOCATED UNDER CONCRETE (EXTEND MIN. 24" INTO FLOOR & 6 8 r r 6 r r POO, SLABS SHALL BE SET IN A PIT HAVING AT LEAST A DIMENSION OF FIVE ANDHEATERANCHOR TIED TO BOTTOM MAT) 1 g t _6 r r 5 t-10 t t DECK - BY POINTS MAY VARY DIAMETERS WITH A MINIMUM OF AT LEAST IO INCHES AND FITTED WITH A SUITABLE COVER ALL VALVES SHALL BE LOCATED WHERE THEY WILL BE 1/2" EXPANSION 18 r r OTHERS POOL EQUIPMENT ANCHORING DETAIL READILY ACCESSIBLE FOR MAINTENANCE AND REMOVAL. MATERIAL 6 r r SEE MFGR. SPECIFICATIONS FOR ADDITIONAL ANCHORING 3. WHERE CHECK VALVES ARE INSTALLED, THEY SHALL BE OF THE SWING OR \ INFORMATION - EQUIPMENT SHAPES MAY VARY VERTICAL CHECK PATTERN. \ W.L. 6" 1 4. ALL HEATERS SHALL BE EQUIPPED WITH AN APPROVED PERMANENT BY-PASS 1 OR ANTI -SIPHON DEVICE INSTALLED TO PROVIDE A POSITIVE MEANS OF 18„ L. FINISH GRADE RETAINING WATER IN THE HEATER WHEN THE PUMP IS NOT IN OPERATION. #4 DIA. REBAR @ #4 DIA. REBAR @ 5. ALL POOL PIPING SHALL BE 1.5" SCH. 40 PVC EXCEPT AS SHOWN AND SHALL (VERIFY MIN.12" 11 Yt 6tt #4 DIA. REBAR " f 12" O.C.E.W. IN THISBEAPO L/SPA. SEALDESIGNED T APPROVAL. 12 O.C.E.W. IN 1011 __ 6. THIS POOL/SPA IS DESIGNED TO WITHSTAND HYDROSTATIC UPLIFT FORCES BURIAL) 5 -O 1 @ 6" O.C.E.W. SPA WALL O SPA WALL WHEN EMPTY, FOR WATER TABLE UP TO 3'-0" BELOW POOL/SPA DECK TOP MAT 5t-611 III- ELEVATION. HOWEVER, DUE TO SEASONAL VARIATIONS 1N THE WATER TABLE ELEVATIONS, ALL POOL/SPA SHALL BE FITTED WITH A HYDROSTATIC RELIEF VALVE. L�) 7. WATER SUPPLY AND DISPOSAL SHALL BE ARRANGED SO THERE 1S NO CROSS _ r �, (� �- SUCTION WITH A DOMESTIC WATER SUPPLY OF WATER DISPOSAL. Fr� 1211#4 DIA. REBAR C O 8• UNLESS AN APPROVED TYPE OF FILLING SYSTEM IS INSTALLED, ANY WATER SUPPLY WHICH IN THE JUDGEMENT OF THE ADMINISTRATIVE AUTHORITY 611 O �._ .�� may. y._ • - - �._ .� . ��. y._ .� @ .C.E.W. E D -y y_ •� _` y _� i A MAY BE USED TO FILL THE POOL IF EQUIPPED WITH BACKFLOW PROTECTION. RETAINING WALLA TOP MAT NO OVER -THE -RIM FILL SPOUT WILL BE ACCEPTED UNLESS LOCATED UNDER FOOTING - BY _ A DIVING BOARD, OR PROPERLY GUARDED. I € _ 1 9. ALL POOL/SPA PIPING SHALL BE INSPECTED AND APPROVED BEFORE OTHERS 4 COVERING OR CONCEALING. IT SHALL BE TESTED AND PROVED TIGHT TO _-� #4 DIA. REBAR t THE SATISFACTION OF THE ADMINISTRATIVE AUTHORITY, UNDER A STATIC RECESS PILING 3" #4 DIA. REBAR @ 1'� I I @ 12." O.C.E.W. WATER TEST OR AIR PRESSURE TEST OF NOT LESS THAN 35 PSI FOR 15 INTO BOTTOM OF 12" O.C.E.W. BOTTOM MAT G F MINUTES. POOL FLOOR TYP. 10. JOINTS AND CONNECTIONS SHALL BE MADE AS REQUIRED BY THE FLORIDA 10" x 1011,x 1/2L' THICK GALV. (TYP.) BOTTOM MAT BUILDING CODE, PLUMBING. STEEL PLATE WELDED TO HELICAL PILE H It. ALL WATER HEATING EQUIPMENT SHALL BE INSTALLED WITH FLANGES OR BRACKET - BOLT OR WELD (15 REQUIRED) UNION CONNECTION ADJACENT TO THE HEATER. BRACKET TO HELICAL SHAFT POOL SECTION 15 TON DESIGN CAPACITY 12., PURPLE PRIMER REQUIRED ON ALL PVC PIPING PER FBC SIXTH EDITION (2017) 11. TYP. EACH PILE 1 I 30 TON ULTIMATE CAPACITY 1 67 13. GAAS S TYPE O POOL 6 5 4 / •y � 2 PIPING SHALL COMPLY WITH FLORIDA BUILDING CODE FUEL GAS. SCALE: 3/8" = P-0" - _ (SEPARATE PLANS AND PERMIT REQUIRED) 14, SWIMMING POOL/SPA WATER HEATERS SHALL BEAR THE LABEL OF A r �7 r�7 TT RECOGNIZED TESTING AGENCY. •' EQ U IPME1\ T LAYOUT 15. PROVIDE BACK FLOW PREVENTOR ON WATER SUPPLY. �t SCALE: N.T.S. 291-Ott 121, 6" 141-01, 14'-011 6" ' LEGEND #4 DIA. REBAR #4 DIA. REBAR @ 12" O.C.E.W. @ 12" O.C.E.W. 1. 3" SPA MAIN DRAIN LINE 2. 2" VACUUM LINE POOL/SPA SPECIFICATIONS W.L. 1 r 3. 3" POOL MAIN DRAIN LINE SIZE:.18'-6" X 29'-0" DEPTH: 3'-6" TO 5'-6" TO 3'-6" 4. 2" SKIMMER LINE VOLUME. 19,000 GALLONS ELEVATION: DET. ON SITE 5. 3" RETURN TO JETS TURN OVER RATE: 8.7 HR. � 36 GPM MAX. - LOW SPEED #4 DIA. REBAR 1 n DECK - BY 6. 3" POOL RETURN LINE Y-6tt @ 6" O.C.E.W. 3 -6 •III OTHERS 7. 2" AIR LINE (TURN OVER RATE: 2.1 HR. na, 150 GPM - HIGH SPEED) TOP MAT DESIGN FLOW RATE:=19,000 GAL./6 HRS./60 MIN. = 53 G.P.M. 5 1 -6I r TILE: STANDARD THERAPY JETS: (4) IN SPA -III III= A. 1 HP AIR BLOWER POOL FINISH: MARCITE OR EQUAL B. 1.5 TO WASTE OR DISCHARGE PIPING: SCH. 40 INLETS: POOL (4) SPA (JETS) L`• ''-'-• �'� y • - III_ - GROUND • ' POOL SYSTEM FLOW RATE: 150 GPM C. TO HP REC. PUMP W/APPROVED HAM LIGHT: DECK: PAVERS ELECTRIC: BY OTHERS -� I I-� `'�'- �'-`` `�• •J-' 'J y-�- - _III- HT: (3) LED - NICHE SPA LIGHT: (1) LED - NICHE -' i L-• - - . > _ - -III-III .-� I ' (MAXIMUM FLOW FROM PUMP CURVE) &LINT STRAINER LADDER. NO HANDRAIL: NO rir I I I I -I r •tea �i _ice ��• �' I-� I-i i t D. CARTRIDGE FILTER W/ PRESSURE REC./THERAPY PUMP: 2.7 HP JANDY E-PUMP JEP 2.0 GAUGE AND AIR RELIEF VALVE 1725 RPM REC. PUMP = 2.7 HP DANDY E-PUMP JEP 2.0 A.P.S.P. PUMP CERT.: CURVE A - 34 GPM @ RECESS PILING 3" E. 4009000 BTU GAS HEATERW/ VARIABLE SPEED - LOWFILTER: DANDY CV340' SPEED = 36 GPM MAX. INTERNAL BY-PASS INTO BOTTOM OF HIGH SPEED =150 GPM @ 40 TDH CARTRIDGE - 340 SQ. FT. FILTER AREA #4 DIA. REBAR @ POOL FLOOR (TYP.) @ 3" SUCTION PIPE @ 150 GPM = 6.63 FT./SEC. F. VALVES (TYPICAL) HEATER: 400,000 GAS HEATER 12" O.C.E.W. HELICAL PILE G. SALT GENERATOR BOTTOM MAT HELICAL FT./SEC. MAX. -SUCTION LINES) VACUUM LINE: •YES (15 REQUIRED) 2.5" BRANCH PIPE 75 GPM = 5.13 FT./SEC. H. INSTALL PERMA-CAST PB-2011 WATER BOND 10" x 10" x 1/2" THICK GALV. @ POOL AREA: 615 S.F. PERIMETER 108 L F ' 15 TON DESIGN CAPACITY OR APPROVED EQUAL TIED TO STEEL PLATE WELDED TO (6 FT./SEC. MAX. -PRESSURE LINES) ._ SPA AREA: 37 S.F. PERIMETER 25 L.F. 30 TON ULTIMATE CAPACITY PUMP GROUND W/ #8 SOLID COPPER BRACKET -BOLT OR WELD 3 PRESSURE PIPE @ 150 GPM = 6.63 FT./SEC. AUTO -FILL: YES OVERFLOW: YES POOL SECTION & APPROVED LUG (MIN. 9 TO IN BRACKET TO HELICAL SHAFT (10 FT./SEC. MAX. -PRESSURE LINES) AQUA PURE SALT CHLORINE GENERATOR ", SURFACE AREA EXPOSED TO WATER) DANDY CONTROL SYSTEM RSPS4 - TYP. EACH PILF. TYPE 1'OI POOL CARTRIDGE FILTER = 36 GPM @ 0.375 GPM/ SQ. FT. PER MFGR'S SPECS (FIELD VERIFY LOCATION) 1 HP AIR BLOWER F SCALE: 3/8" = V-01' = 96 SQ. FT. FILTER AREA 04 I i a y A t ri rr V* I M U � rn Gi C ..a v) QxP •co O ®o,� CO)CO O; O rZ o CID 4o" go go M G00 kn ~F� en 00 O ton (A Z 1f7 N a�0o FN,z�� a I� oa�,a U • a a Ap U a� V-goIrA I € i r : DRAWN BY: WJC CHECKED BY: SMS DATE: 10-25-18 SCALE AS NOTED JOB NUMBER: 18 = 668 SHEET 3 OF 3 1 Y. _