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HomeMy WebLinkAboutBuilding PlansPARCEL ID. # �r \ \ \ 3519-444-0001-010i6 � 000 NOTE " ' PRorasEn SEPTIC TANK TD \ \ TIE INTO EXISTING \ DRAINFIELD FD 5/8". FD 10,52' 2,64' ROD FD 13.42' 10.24' 6"OIA. C.M. FENCE 32) 1os �y - i... LSET S6IRC 3$6 �79 -i" 913` 9.17M 1/2" IP 242,24 (M) // �� 1 ' 79,$,• Al 910104a 885$56�gR o i e , r GREEN HOUSES s.5 TAPrnc 67'44'00' E J NCED GARDEN rNEW48 HIGH (BABY GUARD) PERIMETER FENCE ElPTI a-n PROPOSED O COMPLY WITH CHI LID SAFETY BARRIER REQUIREMENTS R FSC 6T4 EDITION (2• 17) R4501.17 i.15 & ASTM 05U34, ASTM rY�1 s % p7 lid b 03767&ASTM GG53 �+I PORCH V V A POOL ';a . 16 'G « !' • Q 17 \ 2° ff� wQ \ LREAR wnEK ��3s7,_3„;� ,�A�,oA�ZaA C'o \s W� $„TSACKLII SHED o,v SSNGLE,D EAMILY `� FA1dT6k � `, f' S6 ✓ \ 4.\� 'iESRWALETAINL G i .. 76.96! ...... .... 4 .'.'„ �� `RIVE RETAININGVE e «,WALL . Y ro OD `� 67°52'04' 112°14'53° 89000'03' 91°59'57" \ SET IRC RETAINING 364.34 M FD SE�IRC 76` ± �\ LS#6386 FD 199.95 (M) Fo � YX3CM WALL .. Ls �fis \ 3"X3"C.M. PO.B \ 11.94 EAST STORM DRAIN BENCH MARK ELEV. 100.00 \ \ \ \ PARCEL ID• # (ASSUMED) 3519-444-0003-010/7 �o \ Legal Description: \ \ \ COMMENCING AT THE SOUTHWEST CORNER OF SECTION 20, T❑WNSHIP 36 SOUTH, RANGE 41 EAST, RUN 323,25 FEET NORTH TO THE POINT OF BEGINNING) THENCE \ \ RUN NORTH ON SECTION LINE 107.75 FEET) THENCE EAST TO THE WATER'S EDGE OF THE INDIAN RIVER; THENCE THENCE SOUTHERLY MEANDERING THE WATER'S EDGE OF THE INDIAN RIVER, APPROXIMATELY 118.5 FEET TO POINT DUE EAST OF THE \ J) I POINT OF BEGINNING) THENCE RUN WESTERLY TO THE POINT OF BEGINNING, WITH RIPARIAN RIGHTS, (EXCEPTING RIGHTS OF WAY OF EXISTING PUBLIC ROADS), \ - AN'SQ,_IEZINNING AT THE SAME POINT CIF NN,ING_DESCRIBED ABOVE, RUN NORTH THE WEST LINE OF 'SECTION''`� , A'' � I FEET THE}VCE WEST- \ ( THE EAST RIGHT OF WAY OF LINE OF THE FLORIDA EAST COAST RAILWAY) \ THENCE SOUTHEASTERLY ALONG THE EAST RIGHT OF WAY OF THE FLORIDA EAST COASTRAILWAY TO A POINT DUE WEST OF THE POINT OF BEGINNING) Iw w CD THENCE EAST TO THE POINT OF BEGINNING, LYING AND BEING IN SECTION 19) TOWNSHIP 36 SOUTH, RANGE 41 EAST, o aEceNED \ G \ woe cn m o ALL LYING AND BEING IN ST, LUCIE COUNTY, FLORIDA. SURVEYOR'S NOTES: • � � 3 � e�)EC1t19 R eodrtY r,Y THE EXPECTED USE OFTHE AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17-6, FAC) IS SUBURBAN. THE MINIMUM LP RELJIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7500. THE MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO MEET THIS REQUIREMENT \ ` * THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA MINIMUM TECHNICAL STANDARDS AS CONTAINED IN 61G17-6, FAC. * ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. \ * THE LAST DATE OF FIELD WORK WAS: 3/19/08. SEC. 19 ) SEC. 20 Legend & Abbreviations: * THE "BEARING BASE FOR THIS SURVEY IS: N00'00'00"W, ASSUMED ALONG T36S, R41E I T36S, R41E THE WEST LINE OF SECTION 20. LS — LICENSED SURVEYOR * TH14 SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY POC — POINT OF COMMENCEMENT \• 1��92 POB POINT OF BEGINNING UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, GRAPHIC SCALE \ EXCEPT AS SHOWN. E/P - EDGE -OF PAVEMENT 30 0 15 30 \ 0 — CONCRETE MONUMENT (GM.) * NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT—OF—WAYS, P. Q, C 0 - IRON PIPE (IP) OR DWNERSHIP WERE SUPPLIED TO THIS SURVEYOR,, EXCEPT AS SHOWN. IN FEiaT) — .— .— — FD -- ..— ® — IRON ROD &CAP (IRC) 1 inch = ET ft. FD 4"X4"C.M. FD FOUND * GAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. M — MEASURED LE • a"x4� c M. FD SW CORNER OF SEC. 20 ( ) 4"xa"c.M. T36S, S, R41E (D) DEED * THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE "X" - GUY WIRE PER FLOOD INSURANCE RATE MAP # 12061CO284 G, DATED NOV. 4th., 1992 `IL- WOOD UTILITY POLE \ * THE ELEVATIONS SHOWN HEREON ARE ON ASSUMED DATUM. THE BENCH MARK EXISTING ELEV. (ASSUMED DATUM) UAW IS THE STORM DRAIN ON THE EAST EDGE OF PAVEMENT 40' +/— SOUTH OF THE SOUTH LOT LINE. ASSUMED ELEVATION 100.00 JAY R. °RICE Professional Land Surveying L.S. # 6386 1241 George St. Sebastian, Florida 32958 Tel. (772)589-2746 Fax. (772)589-2748 TYPE: BOUNLIARY PROJECT# 06 �005 DATE:716f0 F.3.7 PG50 DRAWN BY. .J,P. )CHECKED BY.• J.R.P. SCALE:.1 "=3 SHEET., 1 OF 1 MAP OF SURVEY FOR: ROBERT & JEANNE BELGAU 9509 S. INDIAN RIVER DRIVE REVISIONS THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER NAMED BELOW. �?�oS J R, RICE, L.S. # 6386 4 5102108, ADD NEW SEP77C TANK JRP 3 3119108 ADD PROP. IMPROVEMENTS JRP 2 8116108 FORMBOARD LOCATION NEW PROP. SHED LOCATION JRP 1 715106 JRP NO. DATE DESCR1P77ON BY NOTE: - ALL DECKS ARE MEASURED FROM WATERLINE OF POOL TO EDGE OF DECK -VAC. LINE TO HAVE VAC. LOCK NOTE: FINAL YARD GRADES TO BE FLUSH WITH EDGE OF POOL DECK (OR POOL WHERE NO DECK IS PROVIDED) AND TO SLOPE AWAY FROM POOL/DECK AT 1': 12' MAXINUM FOR THE FIRST 6' FROM EDGE. PER FBC 2017 6TH EDT. CHAPTER 45,R4501.17.1 THROUGH R4501.17.14 RESIDENTIAL SWIMMING POOL MUST MEET ONE OF THE BELOW SAFETY FEATURES: 1. POOL MUST BE ISOLATED FROM ACCESS TO A HOME BY AN ENCLOSURE THAT MEETS THE POOL BARRIER REQ. OFF S.515.29. 2. THE POOL MUST BE EQUIPPED WITH AN APPROVED SAFETY POOL COVER 3. ALL DOORS & WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL MUST BE EQUIPPED WITH AN EXIT ALARM THAT HAS A MIN. SOUND PRESSURE RATING OF 85dB AT 10 FEET. 4. ALL DOORS & WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL MUST BE EQUIPPED WITH SELF CLOSING SELF LATCHING DEVICE WITH A RELEASE MECHANISM PLACED NO LOWER THAN 54 IN. ABOVE THE FLOOR. NOTE: POOL CONTRACTOR TO VERIFY ALL PROPERTY LINE LOCATIONS AND POOL ELEVATIONS PRIOR TO CONSTRUCTION. POOL LAYOUT AND DIMENSIONS TO BE VERIFIED WITH OWNER PRIOR TO CONSTRUCTION. NOTE: PROVIDE WINDOW AND DOOR ALARMS ON ALL OPENINGS THAT LEAD ONTO POOL AREA PER CODE 28' EX ST I . 12" 16'-211 12" A 91 3' 12" NOTE: THIS PLAN IS FOR POOL AND SPA STRUCTURES, PLUMBING, EQUIPMENT/ELECTRICAL & DECK ONLY. ALL OTHER FEATURES SHOWN ON PLANS ARE DESIGNED AND ARE BY OTHERS 20'-2" 12'-2" U IN WALL SKIMMER M 2.5" SCH 40 4'-6" DEEP AQUASTAR32CDFL 32". CHANNEL DRAIN (316 GPM @ 3.9 FT/SEC THRU GRATE -SINGLE UNBLOCKABLE COMPLIANT W/ ASME/ANSI A 112.19.8 - 2017 OR EQUAL 12" 7' EXISTING REINFORCED CO (FIELD VERIFY SIZE & LC — ! �— 3'- 40 0 III 3" SCH 40 12" IIII 3" SCH 40 SCH 40 / 7' 12" 2' s 40 1_0_ 3'-6" DEEP STUB -OUT FOR STEPS VAC. LINE 240 SQ. IN. MIN ��-211 TOP TREAD WITH 18" BENCHES AT SECOND STEP LEVEL 12" 12J12" 1.5" SCH 40 TYR 18" \ I 12 t- ------ - - _ J 3"SCH 40 31 NEW 48" HIGH (BABY GUARD) PERIMETER FENCE TO COMPLY WITH CHILD SAFETY BARRIER REQUIREMENTS FBC 6TH EDITION (2017) R4501.17.1.15 & ASTM D5034, ASTM 03787 & ASTM GG53 25' RES DENCE POOL/ SPA LAYOUT AND PLUMBING PLAN SCALE: 1/4" = V-0" 8'-2" 12'-811 PERIMETER BONDING WIRE @ 18"MIN. - 24" MAX. FROM W.L. (SEE DETAIL) I OWNER APPROVAL POOL TEK APPROVAL ARCHITECT LANDSCAPE ARCT. APPROVAL GENERAL CONTRACTOR APPROVAL _ BEAM HEIGHT FROM FINISHED FLOOR POOL TEK FIELD SUPERVISOR ' G. C. SUPERVISOR I I 1 I W z J I W Iw 0- 0 I SPA - (8) BACK REST THERAPY JETS - (2) CAPTAIN CHAIR AREAS WITH I (7) JETS EACH - (2) RETURNS - (2) AQUASTAR 32CDFL 32" CHANNEL DRAIN (316 GPM @ 3.9 FT/SEC THRU GRATE - SINGLE UNBLOCKABLE OR EQUAL i - 18" BENCH - 20" BELOW W.L. - (1) SPA LIGHT I - LARGE SPILLWAY ON TWO SIDES O Ir 00 wo SIGN AND DATE Qfr SIGN AND DATE w NZwm¢ SIGN AND DATE zO Uw °zEs' SIGN AND DATE Nw>z No¢W SIGN AND DATE o <� SIGN AND DATE ¢> ¢w - SIGN AND DATE Z� °o °> � W — wmwx AND DATE =° om -SIGN o� a� :p r� 18'-611 NOTE: BASED UPON OUR EXPERIENCE WITH I OTHER POOL PROJECTS IN THIS AREA THE SOILS ARE ADEQUATE FOR THE INSTALLATION OF A POOL. IF OTHER ' CONDITIONS ARE FOUND AT EXCAVATION THE POOL CONTRACTOR MUST NOTIFY ENGINEER IMMEDIATELY. FILE'Ct U � uiLo .QC) CM 'n ¢` f U M W "Do cm rcm� W r E W a J W y o � 0 OD Q� ........ o C.i, M 4••s;v>� ;_ o N 41 �. n CL ��nncnl,n�n1� w W co 0 O Q n p LL cc 0 w �w� U Q Q IJco .J W W N z � U m C3 W a W -i N T ZQ W (j J f, D- � W m W F-N rr � H U) O -1O 1-°"1 cT0 Z IL cfl W to tom{ LW L� cn w 2 m w E co ' U n '2 O J p, E n v = LL � O rnw'S aLL � W o--I Q W � a �E..a � O � O O O SHEET 1 0f 3 12"12 7 .0" #3 DIA. REBAR 1 @ 12" O.C.E.W. 1811 8„ DOUBLE MAT IN SPA WALLS BENCH BEYOND 611 9.611 9 611 D e e: 6 2011 9.611 p.. 3,_ „ e D _ _ _ _ _ — — _ — _ V.P Fla /\\ 9.6 16 P.\ 11 D 9.6 D D \\ \\ '*.)MIA . REBAR D D ...e. D \\ \\ \\, MIN. 3" COVER @12" O.C.E..W. STEP SECTION TYP. WELL COMPACTED SOIL r ION - SCALE: 1 /" = 1 '1 loll 1 011 1 /" 1 R11 18" 1 61-211 2" - 3' 6" 12.08' ® SLOPE 1 4'6" ' - 4 SCALE: 1 /2" = 1'-0" TYPE " O" POOL 0 Ww O Q Z caZ a0 O W¢ cc uj OZ NW aw oz 2� ZW N j Q W r Z = p0 0 z — O 0 it IrO �R IrW 0> zo 0m W _ W a[ ~ t=- m O� Z j < � V VJE® 1s ,REV1E C®®e CoM. si. `0CACc F1!_F- CO' CO Q LL M c) tr O W N It m � W E T 0CD W CL� J W 1n Ca) t] C O Q0 tta�1�111IuiirN�ry� �3��� QO � +i�� ..... !` o _ a.a=N O �►' X * `oll,JIB PR��.*``�``�1 ,%,,,���� W W M a: o <�o ccW= U �' m W W UZW oZw m N c*m -jT Z 1 .� 6 � W W o W f- N cc� 0-1 Lo ��, W T Z LL co Cn L0 m r.� Q � W J m u a�8 } o^7 S U) n LL O = w w � wow � o E-� O SHEET 2 of 3 GENERAL NOTES: 1. ENTRAPMENT PROTECTION FOR SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF ANSI/APSP 7-2006 AND FBC SIXTH EDITION (2017) - RESIDENTIAL CHAPTER 45. 2. POOL TO BE CONSTRUCTED OF CONCRETE/GUNITE WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. AT 28 DAYS. 3. ALL LIGHTS, LADDERS, HANDRAILS, REINFORCING STEEL SHALL BE GROUNDED PER CODE. 4. STEPS TO HAVE A 10" MINIMUM TREAD AND A 12" MAXIMUM RISER. " 5. ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS - 60 STEEL HALL TO ASTM A 615 GRADE S OF NEW BILLET STEEL, CONFORMING, BE BENT, LAPPED AND PLACED IN ACCORDANCE WITH ACI STANDARDS. 6. GRATE IN MAIN DRAIN SHALL HAVE A FREE AREA OF 4 TIMES THE AREA OF THE SUCTION LINE. 7. POOL TO BE FENCED PER LOCAL CODES. 8. GATES WHEN USED AS POOL BARRIER, SHALL BE SELF -LATCHING, SELF -CLOSING AND SWING AWAY FROM POOL AREA PER FBC SIXTH EDITION (2017). 9. 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. 10. 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 2006 AND ANSI/APSP.ICC-15 2011. 11. 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. ' 12. RESIDENTIAL SWIMMING POOL BARRIER SHALL COMPLY WITH FBC SIXTH EDITION (2017) - RESIDENTIAL CHAPTER 45 - PRIVATE SWIMMING POOL. 13. PRESUMPTIVE LOAD - BEARING VALUE OF SOIL - IN ACCORDANCE WITH FBC 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. AS PER INSPECT & OBSERVATION & AS PER FL BUILDING CODE LOAD BEARING CAPACITY 2000 PSF FOR STRUCTUAL DESIGN. 14. SHOULD ANY MUCK, MARL, OR OTHER ORGANIC SOILS BE DISCOVERED ON EXCAVATION, IN THEIR ALL THEY SHOULD BE REMOVED E G OF RECORD SHALL BE SHALL TOP AND THE ENGINEER CONSTRUCTIONS CONTACTED TO CONDUCT AN INSPECTION. 15. POOL CONTRACTOR/OWNER BUILDERS TO VERIFY ALL POOL DIMENSIONS, POOL LOCATION AND SETBACKS PRIOR TO CONSTRUCTION. (CONTACT ENGINEER IF ANY DISCREPANCIES OCCUR) 16. POOL PLANS ARE DESIGNED TO MEET THE FBC SIXTH EDITION (2017) - RESIDENTIAL - PRIVATE SWIMMING POOLS. 5 HP PENTAIR INTELI FLOW VS THERAPY PUMP MOTOR w/ BUILT-IN OVERLOAD SWITCH W/ 3 - #12 THHN CU WITHIN Y2' PANEL BREAKER (TYP.) MIN. CONDUIT (CONNECT TOP 20 AMP - 2 POLE GFCI BRERAKER) SALT SYSTEM 3 HP PENTAIR INTELI FLOW VS THERAPY NEW POOL PANEL - 80 AMP PUMP MOTOR W/ BUILT-IN OVERLOAD 20A SWITCH W/ 3 - #12 THHN CU WITHIN Y2' MIN. CONDUIT (CONNECT TOP 20 AMP - 2 20A (3) - #4 THHN CU & (1) - #8 POLE GFCI BRERAKER) MANUAL MOTOR GFCI CU GROUND WITHIN 1.25" ELEC. CONDUIT STARTER SWITCH 20A FROM MIN. 80 AMP GFCI BREAKER (HOUSE PENTAIR INTELI FLO VSF PUMP MOTOR PANEL) W/ BUILT-IN OVERLOAD SWITCH W/ 3 - #12 20A EXIST. THHN CU WITHIN Y2" MIN. CONDUIT GFCI ELEC (CONNECT TOP 20 AMP - 2 POLE GFCI 15A 1 LED SPA LIGHT PANEL BRERAKER) ( GFI NOT REQUIRED) EXIST. W. P. DISCONNECT 15A 12 VOLT/300W MAX � O METER ' TRANSFORMERS 0 SPST TOGGLE SWITCH OR of �N. z w LIGHT CONTROLLER SWITCH TYP. 3 #10 IN ] w 1/2" MIN. CONDUIT 0 f a TYP. JUNCTION BOX 8' MIN. CD = O 0 TYP. 1" NON CORROSIVE CONDUIT / ANEW GFCI RECEPTACLE SHALL BE PROVIDED (TYP. 4) LED POOL LIGHT A MIN. OF 6' AND NOT MORE THAN 20' FROM (GFI NOT REQUIRED) POOL WATER'S EDGE IF ONE DOES NOT EXIST. 18" MIN. BELOW WATER (4") MIN. FOR NICHELESS LIGHTS (TYP.) 1. ALL ELECTRICAL TO COMPLY WITH FBC 2017 6TH ED., CHAPTER 42, SEC E4202 THROUGH E4206 2. NEC ARTICLE 680 2. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.22(B). 3. IN ACCORDANCE WITH 680.27(C): POOL WATER SHALL BE IN DIRECT CONTACT WITH AN APPROVED CORROSION -RESISTANT CONDUCTIVE SURFACE THAT EXPOSES NOT LESS THAN 9 INCHESZ(5800 mm 2) OF SURFACE AREA TO THE POOL WATER AT ALL TIME 4. A CONTINOUS SINGLE #8 AWG BARE COPPER WIRE SHALL BE BURIED TO A MIN. 4" TO 6" BELOW SUBGRADE, 18" TO 24"FROM INSIDE THE WALL OF SWIMMING POOL/SPA AROUND THE SWIMMING POOL/SPA PERIMETER, AND SHALL BE CONNECTED TO THE POOL STEEL REINFORCEMENT AT A MIN. 4 DIFFERENT LOCATIONS 5. ALL BOXES,LIGHTS,MOTORS SHALL BE GROUNDED WITH #8 SOLID, BARE COPPER 6. LOAD CALCULATIONS FOR EXISTING SERVICE AND PANEL (IF REQUIRED) - BY OTHERS 7. ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY AT POINT OF CONNECTION. ELECTRICAL DIAGRAM N.T.S. I NOTE: 25.9 SQUARE INCH OPEN AREA, 18" MIN.- 24" MAX. 316 GPM = 3.9 FEET PER SECOND WATER (ENTIRE PERIMETER) FINISH PLASTER 31I4" L POOL FLOOR . �- #8 SOLID BARE COPPER BOND Ilk I_ _ MAIN DRAIN SUCTION LINE WIRE W/ APPR. BELOW MIN. Y2 YARD GRAVEL SUMP TIED TOGETHER AS SHOWN WRAPPED W/ DRAIN FEILD LAMPS SUB -GRADE ABOVE -PIPE SIZE PER PLAN CLOTH (RECOMMENDED) (ONE ON EACH / / / SIDE OF / HYDROSTATIC RELIEF VALVE & POOL - 4 TOTAL PERFORATED PVC COLLECTION 1$ > 1 #8 SOLID BARE COPPER WIRE O AQUASTAR 32CDFL - 32" TUBE, WHERE REQUIRED e LEAF BASKET BONDED TO POOL STEEL AS SHOWN CHANNEL DRAIN (316 GPM @ 3.9 FT/SEC THRU GRATE - - 3 3/32" 32„ NOTE: BONDING WIRE REQUIRED AT PERIMETER OF POOL SINGLE UNBLOCKABLE --1` n EQUIPOTENTIAL BONDING DETAIL ------- OR EQUAL HYDROSTATIC RELIEF VA PORT OR CAP OFF PER FLORIDA BUILDING CODE ADAPTATION F 0 ON O N.E.C. 2011 SEC. 680.26 Channel Main Drain Detail T P O P M ' SCALE: N.T.S. 4 20 GPM MIN. FLOW IN WALL SKIMMER DETAIL 11 14 4" MIN. BELOW PIPE REDUCED TO 1" WATER LEVEL AND RUN TO DECK BOX CORD 2" SCH 40 PVC SLEEVE LED LIGHT SP 10-22 WALL FITTING - OR EQUAL INSTALLED INSIDE PIPE 0 m ILL PLUMBING NOTES: LU ��,cc w¢ 1. GAS PIPING SHALL COMPLY WITH FLORIDA BUILDING CODE FUEL GAS. mz co y ir w (SEPARATE PLANS AND PERMIT REQUIRED) a w o cSQ z-5 2. POOL PIPING SHALL BE DESIGNED SO THE WATER VELOCITY WILL NOT �p z w EXCEED 6 FT/SEC ON BRANCH SUCTION LINES, 8 FT/SEC. ON SUCTION LINES d z AND. 10 FT/SEC. PRESSURE LINES. p,p o p 3. ALL PIPING, EQUIPMENT AND MATERIALS USED IN THE PLUMBING SYSTEM OF I-z O- �I- d SWIMMING M NG POOLS THAT ARE BUILT IN PLACE SHALL CONFORM TO THE FBC d i w SIXTH EDITION 2 - 017 PLUMBING CHAPTER 45 PRIVATE ( ), SWIMMING POOLS. z w 0 a 4. VALVES SHALL BE MADE OF MATERIALS THAT ARE APPROVED IN THE op ¢ a w FLORIDA BUILDING CODE, PLUMBING. VALVES LOCATED UNDER CONCRETE _00 =w 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 o N SUITABLE COVER. ALL VALVES SHALL BE LOCATED WHERE THEY WILL BE < VE READILY ACCESSIBLE FOR MAINTENANCE AND REMOVAL. 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. WHERE CHECK VALVES ARE INSTALLED, THEY SHALL BE OF THE SWING OR VERTICAL CHECK PATTERN. 6 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 'f PUMP F.G. B. ALL POOL PIPING SHALL BE SCH. 40 PVC EXCEPT AS SHOWN AND SHALL BEAR THE H.S.P. SEAL OF APPROVAL. FILTER 9. WATER SUPPLY AND DISPOSAL SHALL BE ARRANGED SO THERE IS NO CROSS Q SUCTION WITH A DOMESTIC WATER SUPPLY OF WATER DISPOSAL. 10. UNLESS AN APPRO VED TYPE OF FILLING SYSTEM IS INSTALLED, ANY WATER SUPPLY WHICH IN THE JUDGEMENT OF THE ADMINISTRATIVE AUTHORITY a MAY BE USED TO FILL THE POOL SHALL BE EQUIPPED WITH BACKFLOW PROTECTION, o POOL PUMP, FILTER NO OVER -THE -RIM FILL SPOUT WILL BE ACCEPTEDUNLESS LOCATED UNDER ANCHOR POINTS MAY VARY A DIVING BOARD, OR PROPERLY GUARDED. 11. SWIMMING_POOL/SPA WATER HEATERS SHALL BEAR THE LABEL OF A RECOGNIZED TESTING AGENCY Z SEE MFGR. SPECIFICATIONS FOR ADDITIONAL AN INFORMATION - EQUIPMENT SHAPES MAY VARY LED LIGHT DETAIL POOL EQUIPMENT ANCHORING DETAIL 1 IL /\\/\\ .WATER LINE 4 \//\/ 6" MIN. 1211\�/\�/ 12" MAX. 3 DECK: 18" X 18" - V THICK / / / VACUUM FITTING W/ \//\ SELF -CLOSING SAFETY ANC STONE PADS V THICK OVER CONCRETE CONT. STONE FINISH (HAYWARDMODE�#aoo BEAM VACUUM LINE DETAIL 3 \ (WHEN APPLICABLE) SLOPE THE DECK @ Y4" PER. FOOT 6„ 1811 2 #3 DIA. REBAR \/\\ \\ /\ TYP. TOP DF BEAM DECK REINFORCING STEEL � * � #3 DIA. REBAR / \\ \\ \\\\\\\\\\�\\\\ 2'-6" MIN. STRAIGHT @ 12"' O. C. E. W.\\\�\\\\\\\\\\WALL -VERTICAL WITHIN +/- 5 DEGREES CLEAN FILL COMPACTED TO //� 12" F E POOL 95'/0 MAX. DRY DENSITY '/\// FINISH UNDER DECK ONLY POOL STRUCTURE REINFORCING STEEL \\/ O D #3 DIA. REBAR @ 12 IO.C.E RADIIIUS VARIES 7Y ICAL WALL SECTION POOL SYSTEM T.D.H. CALCULATION RECIRCULATION PUMP = REC. PUMP = PENTAIR INTELI FLO 2-VSF VARIABLE SPEED - LOW SPEED = 36 GPM MAX. HIGH SPEED @ 2350 RPM (SPEED 3) = 100 GPM @ 26.99 TDH PIPING (PIPE LENGTH INCLUDES FITTINGS) 150 L.F. OF 3" PIPE: 132 GPM @ 3.49 FT/100FT = 5.23 FT 0 L.F. OF 2.5" @ 99 GPM @ 6.76 FT/SEC.= 0.00 FT 0 L.F. OF 2" PIPE: 58 GPM @ 6.43 FT/10OFT = 0.00 FT 20 L.F. OF 1.5" PIPE: 33 GPM @ 5.33 FT/100FT = 1.06 FT 6.29 FT CARTRIDGE FILTER: 8.5 PSI X 2.31 = 19.7 FT CARTRIDGE FILTER = 132 GPM @ 1 GPM/SQ. FT.= 132 SQ. FT. MIN. FILTER AREA HEATER: 5.98 PSI X 2.31 = NO 0.00 FT (MFGR. SPEC. FLOW - 50 GPM) CHLORINE GENERATOR = YES 1.0 FT 2&99 TDH PIPE FLOW VELOCITIES: 3" @ 132 GPM @ 3.49 FT/SEC. 2.5" @ 99 GPM @ 6.76 FT/SEC. 2" @ 66 GPM @ 6.43 FT/SEC: 1.5" @ 33 GPM @ 5.33 FT/SEC. (CODE MAXIMUM VELOCITY: 8 FT/SEC.) J EQUIPMENT LAYOUT SCALE: N.T.S. PUMP PERFORMANCE CURVE - PENTAIR INTELLIFLO 2-VSF PUMP 100 31' w 50 2 U Q 40 Z 30 O I-_ ¢' 12. 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 FO R OR 15 MINUTES 13. JOINTS AND CONNEC TIONS SHALL BE .MADE AS REQUIRED BY TFLORIDA Q HE FLO BUILDING CODE, PLUMBING 14. ALL WATER HEATING EQUIPMENT SHALL BE INSTALLED WITH FLANGES OR UNION CONNECTION ADJACENT TO THE HEATER. 15. PURPLE PRIMER REQUIRED ON ALL PVC PIPING PER FBC FIFTH EDITION (2014). 16. PROVIDE BACK FLOW PREVENTOR ON WATER SUPPLY. LEGEND A. 1.5" TO WASTE OR DISCHARGE COVER TO GROUND OR EQUAL) B. PENTAIR INTELI FLO 2-VSF REC PUMP W/ APPR HAIR & LINT STRAINER C. CARTRIDGE FILTER WITH PRESURE GAUGE AND AIR RELIEF VALVE D. 2 HP AIR BLOWER E. 3 HP PENTAIR INTELI FLO VS THERAPY PUMP W/ APPR HAIR & LINT STRAINER F. 5 HP PENTAIR INTELI FLO VS THERAPY PUMP W/ APPR HAIR & LINT STRAINER G. 2 HP AIR BLOWER H. VALVES (TYPICAL) I. SALT GENERATOR 1. 3" POOL MAIN DRAIN LINE 2. 2" SKIMMER LINE 3. 2" VACUUM LINE 4. 3" SPA MAIN DRAIN LINE 5. 3" POOL RETURN LINE 6. 3" RETURN TO SPA 7. 1.5" FEATURE SUPPLY LINE 8. 3" SPA MAIN DRAIN LINE 9. 3" RETURN TO SPA BACK THERAPY JETS 10. 2" AIR SUPPLY LINE 11. 4" SPA MAIN DRAIN LINE 12. 3" RETURN TO CAPTAIN CHAIR THERAPY JETS 13. 2" AIR SUPPLY LINE 20 SPEED 2 - 1500 RPM 10 SPEED 1- 750 RPM 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 FLOW RATE IN US GALLONS PER MINUTE POOL/ SPA SPECIFICATIONS POOL SIZE: 16'-2" X 20'-2" DEPTH: T-6" TO 4'-6" POOL AREA: 262 S.F. PERIMETER 73 L.F. SPA AREA: 49 S.F. PERIMETER 28 L.F. TOTAL VOLUME: 8,664 GALLONS ELEVATION: DIET. ON SITE DESIGN FLOW RATE; = 8,664 GAL./6 HRS./60 MIN. = 24.0 GPM SYSTEM FLOW RATE-.= 100 GPM @_ 26.99 T.D.H. POOL FINISH:WET EDGE SMALL PEBBLE PLASTER- PIPING: SCH. 40 INLETS: POOL (3,REC.)(2 SPA) DECK: 18" X 18" TRAVERTINE COPING TYPE: STONE ELECTRIC: BY OTHERS POOL LIGHT: (1) PENTAIR MICROBRITE LED SPA LIGHT: (1) PENTAIR MICROBRITE LED LADDER: NO HANDRAIL: NO TILE: STANDARD THERAPY JETS: (22) TOTAL IN SPA AUTO -FILL: YES MECHANICAL OVERFLOW: YES CHLORINE GENERATOR: PENTAIR INTELLICHLOR 40/ SCREENLOGIC PROTOCOL ADAPTER ti;T POOL CONTROLLER SYSTEM: PENTAIR EASYTOUCH-8 v`0�®v�p,� WITH SPA SIDE REMOTE bop REC. PUMP: PENTAIR INTELI FLO 2-VSF PUMP G®DE�G�'e 00 POOL FILTER: PENTAIR (2) C-200 ct. CARTRIDGE - 200 SQ. FT. FILTER AREA DO THERAPY PUMP: 3 HP PENTAIR INTELI FLO VS PUMP CAPTAIN CHAIR THERAPY PUMP: 5 HP PENTAIR INTELI FLO VS PUMP AIR BLOWER: (2) YES 2 HP HEATER: NO HEATER VACUUM LINE: YES FILE COP t` W � H r cn M (n co Qu-�, V CO W N N mti , p E GO WLO tLf 0 1 W a� <LO T> `'k01*cn n7j77y77''lF', 00 00 0Q�� 'L f o •Y' W. O: Z._N H CL hfff111 LI11\11 w LLI Co d O Qnp UL OWCW� U UZW Q LU 0 L] m N IZ W Z0Wr, _j CV T mWDOW 0-� F-N cc cr 0 o U) , W r ZLI.(Q[n LOLn I �I s LU © = M M J E �¢ m a e w 1:CL �`� C.N N �'n C m a I- Hwy �x LLj>N 0 i N QU) aLL F-d w Q I--H bpi l(`J SHEET 3 of 3 m