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HomeMy WebLinkAboutPool Layout & Details_..,.L .,"c,».,. 4" THICK CONCRETE SLAB 6X6 - GENERAL NOTES ( W1.4AN1.4. WWM OR FIBERMESH STAINLESS STEEL 1. ALL FLOORS AND WALLS OF POOL TO BE CONSTRUCTED USING PNEUMATICALLY APPLIED CONCRETE WITH tqq. -- .r�: "' ••""".,3 L".-�..---».- „°�_s .»- -"" s.."`--. „-;---�e.".,-,..".-. 1:3MAX SLOPE DECK WIDTH VARIES W/ EXISTING SOILS COMPACTED HANDRAIL (SAME 28 DAY STRENGTH OF 2500 PSI. pp TO 95%MAX. 2, REINFORCING STEEL SHALL CONFORM TO A.S.T.M. 615 GRADE 60 7 # i COMPACTION BONDING FOR LADDER) 3. PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL. ° "-"„ s""" 4. POOLS TO BE CONSTRUCTED ONLY ON CLEAN SAND OR ROCK. SOILS IN FINAL BACKFILL SHALL BE "W e r e� " 6" WATERLINE TILE POOL DECK (•�F- '� OnC' COMPACTED TO PROVIDE A MINIMUM BEARING CAPACITY OF 1000 PSF. ALL UNSUITABLE MATERIALS SHALL ' V. �' '' " ' " eQa BE REMOVED AND REPLACED WITH CLEAN SAND PLACED AND COMPACTED IN 12" LIFTS. 's s 1 t 1 3. ate: •, p�0 Op1f�' 5. ALL BACKFILL SHALL BE PLACED WITH CARE IN ORDER TO ENSURE THAT PLUMBING IS NOT DISTURBED. ALL - ` ` "T'""""" °""'t-`" ""`)"';" "'"""; "'s' ""`1- ""' ` • , , 2- #3 BARS AT TOP - ��=w�- ' <" - . , : CONNECT #8 BARE AWG • � 4Op FILL SHALL BE CLEAN SAND PLACED IN 12" LIFTS AND COMPACTED TO 98% OF MAXIMUM DENSITY. C.3 ; ' t I £ _ - k P SI•'. 6. THE CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS IN ORDER TO PROTECT EXISTING 7 ( TIED TO VERT. STEEL z .:, COPPER WITH APPROVED W --- -_, •°b. "; ":".""_: a _M '..". . •".. - , , �,z, ._ ,a.Mws a ,.;. r .::.»,. !.»..,..�- • . _7 w O - STRUCTURES AFFECTED BY THE CONSTRUCTION. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR 3 ° k 8 ¢ z BOND CLAMP £ $' • •. THE SAFETY OF EXISTING STRUCTURES. < r a U 3 w 6" MAX. Pump Model: FMPH1.5-2 H.P.: 1.5HP $ s P ,, ,a...,. _ .,„ .....! WIDTH VARIES. FROM 4" - 6" 7. ENGINEERING PLOT PLANS WERE NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND sy,..,. „s„„..c" F O W o- .RESIDENCE. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND .".: s s . - MIN. #8 BARE AWG Total H.P. = H.P. x service factor. 1 H.P. Or more must be 2 speed or variable. speed. #D € ; 6 - = I w � w COPPER AROUND I. c #5 BAR W/ OVERLAP AT > Q ESTABLISH LOT LINES WHEN NECESSARY. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT Filter Make: CS 100 Size: 100 ' .vt' -- " -- <-"-_- _--*:-^ -"-• ^ ---°n^:-w1 w^,---••-"a--•' - s 'r . 2 = PERIMETER OF POOL SHOWN AND ALL DIMENSIONS PRIOR TO CONSTRUCTION. AS SUCH THE ENGINEER A Filter min. area based on 6 M turnover flow rate poi flow rate calculated above F^ , r'a, ; = 1 ; END OF REBAR . "• z m m : 16"-24" MIN. FOUR 4 ASSUMES NO (P ) , I _ ,.: , - - O RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACKS. M :.,_ . ... (,; .... ..,>. }, • ..,.. - --.. :....i ..<......:,,..,.. I .'. g ih io CONNECTIONS ONE 8. CONTRACTOR Divide gpm by the fOIIOWIng factors. Cartridge -.0.375, Sand - 95 or D.E. - 2 , - - ( C OR SHALL LOCATE ALL EXISTING UTILITIES ON SITE AND SHALL MAINTAIN MINIMUM SEPARATIONS ¢YtNAi 24 i.' t a EACH SIDE W/ #8 BARE AS REQUIRED BY Time Controller Make: Intermatic .Model: ' PE 35300 I - p.. r NOTES. 1.) IF NO SCREEN ENCLOSURE IS PROPOSED NO FOOTER IS 1 PLASTER FINISH,CONNECT PERIMETER , ) QU LOCAL REGULATIONS. GENERALLY, ELECTRICAL LINES SHALL BE AMINIMUM OF 10 FEET 2(i.. txda8 ,-_.<..;..�,.;:< _,,..,.,:. :�.., . _..,.., iS .P..,<:,:,., „,.,,,.)...„,; . M....:..........: ^�GROUND WIRE TO ��.- "• AWG COPPER W/ FROM OPEN WATER. _._.... .. .... :. ...._.... .. .......:.. ......._ _........ .. ._..... . _ ,:..; t , < REQUIRED, HOWEVER, SLOPE SHALL BE STARTED 2.FEET GEM COAT OR FROMGROUND SYSTEM = APPROVED CLAMPS 9. ALL UNSCREENED POOLS SHALL HAVE A FENCE A MINIMUM OF 4 FEET IN HEIGHT WITH SELF-LOCKING GATES. a , , PiiP#a 1A ; t. y 8.. EDGE OF PAVEMENT EQUIVALENT 10. WHERE POOLS ABUT OR ARE PLACED POOL EQUIPMENT 10 -« .. -, _-- ... CED NEAR SEAWALLS OR BULKHEADS SPECIAL CARE SHOULD BETAKEN. C ( x 2.) FOOTER SHOWN IS SUFFICIENT FOR STANDARD SINGLE • : - NOTIFY ENGINEER OF THIS CONDITION FOR ANALYSIS AND RE -DESIGN IF NECESSARY. 1.A , [ ` ' ? FLC>W + STORY SCREEN ENCLOSURE. ALTERNATE DESIGNS, 1.. u R CONNECT #8 BARE AWG _ : 11. PATIO DESIGN MAY BE NOTED TO BE COMPLETED BY OTHERS. I n : S WHEN NOTED, ANY DETAILS REFERRING TO 6 INCLUDING BUT NOT LIMITED TO NO FOOTER REQUIRED ° � ° COPPER WITH APPROVED • PATIO DESIGN ARE NOT APPLICABLE THE TYPICAL WALL SECTIONS OF POOL ARE NOT APPLICABLE TO o to 20 30 40 W re 74 s on 10 ifo tat 1su. 140 10 tm. sm 1as1 190 a M PROVIDED BY ENGINEER FOR SCREEN ENCLOSURE I SHALL TAKE PRECEDENCE OVER THIS DESIGN �n BOND CLAMP • : " 12. PAVEMENT DESIGN. VACUUM LINE SHALL INCLUDE A SPRING LOADED SELF CLOSING COVER. POOL PUMP CURVE 3. PAVERS MAY BE SUBSTITUTED FOR CONCRETE DECK. ° s ' `� s LIGHT NICHE 13. THE SWIMMING POOL HAS BEEN DESIGNED TO BE COMPLIANT WITH THE 2017 FLORIDA BUILDING CODE 6TH 13tl ,,,,, ,. . • HOWEVER, FOOTER MUST STILL BE CONCRETE IN .y, , • • EDITION, AS WELL AS THE 2014 NATIONAL ELECTRIC CODE, ANSI/APSP-7, AND SHALL BE ANSI 15 COMPLIANT. DIMENSIONS ." 14. BASE MATERIAL THICKNESS MUST BE 125%OF CONCRETE FASTENER EMBEDMENT. """".," s "e" . •, „& i AND REINFORCEMENTS DEPICTED 4.) WALLS OVER 6' IN HEIGHT SHALL BE REINFORCED PER STEEL TEX. OR • "`-„ NOTE: BONDING PER 250.E AND 680.26(B) OF -15. HOMEOWNER MUST BE AWARE OF THE POSSIBILITY OF EROSION AND SHALL BE RESPONSIBLE FOR MAINTENANCE [ EQUIVALENT 6' IN ORDER TO PREVENT FAILURE. frost --" j " r i t i 8 WALL OPTIONS TABLE BELOW NFPA 70, NATIONAL ELECTRICAL CODE. 16. WATER VELOCITY MAXIMUM 8 FT/SEC AS PER FBC 2017-R4501.6.3 rL,. c , €. {-" k 17. POOL BARRIER TO COMPLY WITH FBC 2017-R4501.17 e c I I # W "' (kd °"'"a'm'}-'"I""'{ € g " "'-°{" -a -" 1 "'- :. ± c x :-^-'r^' m"' #3 BARS 12" O.C. E W •7 EQUIPOI ENTIAL BONDING GRID DETAIL 18. 19. SKIMMERS TO COMPLY WITH FBC 2017-4501.21.2 EQUIPMENT FOUNDATION CONCRETE SLAB, MIN. i�-^v { € CENTERED IN CONCRETE 20. 3.5" THICK, POUR IN PLACE. ( ' 21. WATER HEATING EQUIPMENT TO COMPLY WITH FBC 2017-R4501 ALL DECK AND SLAB CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 P S I IN 28 DAYS UNLESS - � Pump Model: FHPM1.5 H.P..: 1.5HP ,,.. ; ` :� ' �- " " -. .. s }:., 7 , s<. s.«. = i ; ,a /� /��/ SECTION TYPICAL WALL AND DECK SECTION WASTE RETAIN ( N.T.S. OTHERWISE NOTED. 22. ELECTRICAL RECEPTACLES AND FIXTURES SHALL BE ARRANGED TO COMPLY WITH 4 WI C E 203, OR NEC 680.22 Total H.P.= H.P. x service factor. 1 H.P. or more must be 2 speed or variable speed. P � (? a 'i ' 3 ' `-: g ' ,} (MAX. 6.HEIGHT) ON SITE) 23. ALL BONDING INCLUDING EQUIPMENT, WATER AND EQUIPOTENTIAL SHALL COMPLY WITH FRC E4204 OR NEC 680.26, AS APPLICABLE. Filter Make: 0. Size: 0 i � ., „: ; ..., , „<;„, -�,<.., " „.,„,g,.., .$""...:»<s.,."..�.,.<.�: ,.. ...).-. k ., "�,..,-.. e , ' _ „.�,,. PUMP WITH HAIR AND LINT Filter min. area based on 6 hr turnover flow rate (pool flow rate calculated above) . .. I I - ( �,.. 99, lli j _ :. $ f _ : N.T.S. STRAINER (SEE ATTACHED CALCULATIONS FaTERsysrEM MawaETURNUNe 2014 NEC POOL PUMP ENERGY EFFICIENCY REQUIREMENTS_ Divide mbthefollowm factors.Cartnd a-0.375 Sand D.E.2 9P y 9 9 Time Controller Make:. intermatic Model: PE 35300 w , { W/PRESSURE :.............PkKb:7s; ,.v. , _ _„ - E" '^"'"° '"""E" °" ; """9'.""' '"`�"'�"°". r , ._..._ °)"' GAGE AND AIR RELEASE ,- ,z w _:. IS IT A RESIDENTIAL POOL? (NOT A SPA) ........ ..... ... ... .._.. .... ..:.... ......... ........ ........_ .......I , _. , 3"...I r 1. „e<.,. VALVE x aW n ¢� >2 a' si 5 NO SPA EQUIPMENT � ..,,._,.; .,,.." ,� .w P1)PM # • l { ,,. 3 ,.. ,.. ." +.. j.. 1. o� - HEATER o� Q 0 E� C 0 oy - m yrc POOL RETURN PIPING POOL TRUNK PIPING SPA RETURN PIPING SPA TRUNK PIPING Pipe Size 8 fps (in.) GPM Loss (fVft) 2.0 82 0.10 2.5 117 0.09 70 3.0 181 0.07 tFJ -!?,,.. 1«.,,,.t...�: .):, y,...l . aw<„,.•-)Jm. d M:-p....». a T a 0 0 REQUIREMENTS APPLY TO EXISTING POOL DOESN'T APPLY TO NOTE: SEE ATTACHED HYDRAULIC CALCULATION $"' " " Pool DECK WATER LINE REPLACEMENTS/ADDITIONS AND NEW COMMERCIAL POOLS FOR ADDITIONAL DETAILS REGARDING '.". g....L € 114 r f _. ..„- LL CONSTRUCTION. - IF PUMP FLOW RATES AND TOTAL DYNAMIC rN4a fro B ; i HEAD CALCULATIONS. o 1 L 18 LEGEND IS THE PUMP MOTOR USED TO FILTER WATER? ro 1Ls Pro x #P W go to t1U 1 t 46D 100 AW: Y1'4 T&& 1&3 "0 22d:.$1ro "RdG P : CHECK VALVE POOL/SPA SPA PUMP CURVE ►� GATE VALVE Es NQ 18 -► FLOWDIRECTION j p p p o i m o N CANNOT BE SPLIT -PHASE, SHADED DOESN'T APPLY TO SELECTED EQUIPMENT CALCULATIONS - o.- �z a AIR POLE OR CAPACITOR CIRCULATION WITHOUT w START -INDUCTION TYPES x m ' 0 - N BLOWER FILTRATION N.T.S. i° ry 7 0 PUMP WITH HAIR AND LINT n STRAINER (SEE ATTACHED 30'-0" GRATE TO BE ATTACHED BEAM CALCULATIONS). IS THE TOTAL HORESPOWER ONE OR LARGER? HYDROSTATIC WITH SCREWS - TOTAL HP =PUMP HP z SERVICE FACTOR 24'-6„ 5'-6„ LINE (1-1/2") ��e NO 3 DEPTH - N E DETERMINED BY HYDRAULIC CALCULATIONS ' ALSO FOLLOW THESE REQUIREMENTS: SINGLE SPPED PUMP SWIMOUT DEr TL1 DETAIL - PUMP AND PUMP MOTORS MUST BE TWO OR MORE SPEEDS. PERMITTED. ADDITIONAL NOTE' PIPE SIZING TO B PLUMBING DIAGRAM - CONTROLS NED TO BE CAPABLE OF OPERATING AT A REQUIREMENTS MAY APPLY 3'-O' WATER LINE N.T.S. MINIMUM OF TWO SPEEDS. CONTINUE ON. ST BE THE RESIDENTIAL N.T.S. FFIILTRATIONEFAULT I SPEED. ITHE ON IIGHER SPEED OVERRIDE IS NOT TO EXCEED ONE NORMAL CYCLE OR 24 HOURS, WHICHEVER IS LESS. 3/4" ROCK BED', (MIN 3YDS. - SOLAR POOL HEATING SYSTEMS ARE PERMITTED TO RUN AT ", * 'r ,. ROCK TO STABILIZE SOIL) WP MANUAL STARTER HIGHER SPEEDS DURING PERIODS OF USABLE HEAT GAIN. 110SLOPE 1L- " " SWITCH(TYR) 3-#12 WIRES IN 3/4" CONDUIT MAX. (TYP) 7 _J 1 WELL POINT 3 MAX. 11° SLOPE THREADED REMOVE GRATE AND WELL PO�NT LINE FROM MAIN DRAIN MAX. (TYP.) PVC PIPE MAIN DRAIN AND ATTACH AUX PUMP LINE LOCATION WHEN EMPTYING LONGITUDINAL POOL SECTION WELLPOINT N.T.S. N.T.S. POOL EQUIPMENT LIST . 11GITI': (2) SAV1 SOL LED COLOR LIGHTS r , TRANSFORMER: (1) 300 W TRANSFORMER UNCTION BOX: STANDARD BOX J J SKININIER: 2'° AUT ON1Al1C 2 PORT < MAIN DRAIN: CHANNEL DRAIN I I'YDRO JETS: NONE RETURNS: (3) THREE ; 1' VACUUM LINE: (1) VAC LINE CHLORINATOR: DANDY INLINE 8" X 8" FOOTER T'TL'I`ER: ANDY CS 100 IZUSFI SPA` J CONCRETE �', T ROUND PUMP: DANDY MULTI SPEED 1.5HP ' HEATER-- AQUACALT115 POOL DECK i �` 72 J A (4) HYDROS TIMER:STANDARD 804 SQF� I' Ir (1) LED COLOF DECK TYPE: CONCRLTE'IOP & COAT' TOP & (.;OAT = (1) AIR SWITCH R NIARBLE SPI DECK SIZE: 804 SQI-,I' ❑ LXISI'I'NG'I'YPE:'POP & COAT R EXISITING SIZE: 324 SQl-'"I" ; ., „ FOO IT;1L 12 X 12" BY 01ITLRS I COPING: BY OTHERS --------------- / 11 P SPA. EQUIPMENT LIST Q 11 2 LIGHT: SAVI MINI MF,LODY COLOR ' _:-..• ,' .- .' iN TRANSFORMER: 100W SEPERATE t-,•_-;.-. •' �' -- �' JUNCTION BOX: STANDARD- 6 tb SKIMMER: NONE, ii 8 MAIN DRAIN: CHANNEL :. >~ tr T ,.. �. / HYDROC,OOL IIYDRO JETS. (4) FIYRDOS ) ; ' f LED COLOR HYDRO PUMP: 13HP FLOPRO AIR SWITCH: YES UMB. SLF.F,VF RETURNS: (2)L01X'FR yJFl. ;' i / Rt V OVERFLOW HYD OCOO1 m j LLD COLOR ' ^ ,tt 48' 8 DECK DRAIN Owner: GOLDMAN State: FL Li Address: MEADOW WOOD 57 Zip! 32949 1 City: Fr. PIERCE t Phone: COVERED PORCH 324 SQ}TI' O POOL LAYOUT TO ELEC. SERVICE VIA WATER PROOF G.F.I. NO MORE THAN 20' FROM POOL EDGE AND NOT WITHIN. 10' OF POOL EDGE JUNCTIONaBBOXXWATER LINE 18" MIN. - - 12V LIGHT W/ LOW WATER CUTOFF DEVICE TO PUMP TO PUMP 2 (IF APPLICABLE) PANEL -i TO BLOWER (IF APPLICABLE) TO HEATER (IF APPLICABLE) 3 #8 WIRES IN 1" CONDUIT 3 -#12 WIRES IN 3/4" CONDUIT SPST TOGGLE SWITCH. 12V TRANS. 1" NON -CORROSIVE CONDUIT - POOL WALL AND DECK (SEE TYPICAL SECTION) ELECTRICAL DIAGRAM N.T.S. IS THIS NEW CONSTRUCTION? u ADDITIONAL REQUIREMENTS PER APSP-15:. - SIZE THE PUMP BASED ON: - POOL GALLONS / 360 MIN. AND SELECTING PUMP FROM DATABASE WITH CURVE A OR C LISTED FLOWRATE EQUAL TO OR LESS THAN CIRCULATED FILTRATION FLOWRATE - A TIME SWITCH MUST BE INSTALLED TO ALLOW POOL OWNERS TO RUN THE POOL FILTRATION PUMP ONLY DURING THE OFF-PEAK PERIOD AND FOR THE MINIMUM TIME NECESSARY TO MAINTAIN THE WATER IN THE CONDITION REQUIRED BY APPLICABLE PUBLIC HEALTH STANDARDS - FILTERS MUST HAVE A MINIMUM AREA BASED ON THE 6 HOUR TURNOVER FLOW RATE. -- POOL GAL. / 360 MIN. = FLOW RATE (IN GPM) -- DIVIDE GPM BY A NUMBER SHOWN TO FIND THE FILTER'S MIN. SQUARE FOOTAGE. (CARTRIDGE = .375, SAND = 15, DE = 2). MIN. DIAMETER OF BACKWASH VALVES MUST BE TWO INCHES OR THE DIAMETER OF THE RETURN PIPE WHICHEVER IS GREATER. - SWEEP ELBOWS ARE RECOMMENDED. - (REMEMBER: RESIZE PIPING SO VELOCITY AT MAX FLOW DOES NOT EXCEED 8 FPS IN THE SUCTION LINE AND 6 FPS IN THE SUCTION ` LINE, AND ALSO MEETS VGB/ANSI-7 ENTRAPMENT AVOIDANCE REQUIREMENTS.) PLUG PORTS NOT BEING USED OPTIONAL SINGLE INTERIOR POOL FINISH CONNECTION OR HYDROSTATIC VALVE NO ADDITIONAL REQUIREMENTS ARE IN PLACE FRAME/MUD-RING 18" 12" MIN. 12' MIN. ' ':'� " '•,' .i ♦ a f 8 4• - titi - `.• � J 5 J J •1 f •A• •f J 5 r 12 MAX. a 12" MAX. EARTH GRAVEL SINGLE PIPE CONNECTION ON ANY SHOTCRETE/GUNNITE TO PUMP OF THREE PORTS 1-1/2". 2" 2-1/2 3" OR GREATER PIPE CUSTO NOTE: (POOL M MOLDED PRODUCTS 32' CHANNEL DRAIN ( O SPA) CONNECTION VGB-2009 COMPLIANT - MODEL: CMP 25506.32X ON THIS INSTALLATION �•" ," �,.® 12" MAX.. NOTE: THE MAXIMUM FLOW RATING FOR THIS SUCTION FITTING AS CONFIGURED WITH OUTER PORTS PLUGGED AND CENTER PORT OPEN IS 200 GPM (FLOOR) WHEN USING a 2.5" PLUMBING AND 184 GPM WHEN USING 2" PLUMBING. SEE TYPICAL INFOR EMENT + • "`a i CHANNEL DRAIN INSTALLATION DETAIL - FOR REINFORCEMENT NOTE ALL STAIRS SHALL BE UNIFORM IN HEIGHT EXCEPT FORT N.T.S. HE TOP AND BOTTOM RISE WHICH MAY VARY FROM THE UNIFORM HEIGHT. SAFETY NOTES STAIRS DETAIL 1. NO DIVING BOARD OR DIVING IS ALLOWED IN ANY POOL WITH A N.T.S. DEPTH LESS THAN 8'-8" AND SPECIFICALLY DESIGNED FOR DIVING. 6 L�� 12 (2 THIS POOL DOES NOT CONFORM TO THESE REQUIREMENTS AND NO DIVING SHALL BE PERMITTED -9' -D 2. REVIEVv Lu Imuh THIS POOL TO BE EQUIPPED WITH CHILD SAFETY FENCE T-6' 0'-3' AROUND THE PERIMETER OF THE POOL OR ALARMS AT CODE COMPLIANCE THE ENTRANCES TO THE POOL (ONE TO BE CHECKED). ST. LUCIE COUNTY LOUDEN BONDED POOLS ;^ BOCC 3, nilGOLDMAN RESIDENTIAL POOL ANGLE OF REPOSE = 1.5t1 s.,. 9630 KNOLLWOOD LN 8" THICK WALL W/ #3 BARS @6"O.C.EW P �Frr . ft" ,�OGENR4y`'���i FORT PIERCE, FL 34951 S POOL LAYOUT AND DETAILS 6" THICK WALL W/#3 REBAR @ 12" O.C.E.W. - : V • �'\ •',� 5"THICK WALL W/#3REBAR @12"OCE.W ND.70170 ENGINEERING •o • STATE OF ; 0: ; NOTE: SEE TYPICAL WALL SECTION WHEN WALL FALLS OUTSIDE OF THE �.�0, , p • �� DESIGN LLC. ANGLE OF REPOSE • O R tD •••\�©�.` ANGLE OF REPOSE • O`,rONAL TO,�ZO 4727N.HwyA1A Phone: (772) 226-0224 CLINTO J RAHJES DATE Vero Beach, FL 32963 E-Mail: rpengdesignllc@gmail.com I NOTE: LAYOUT PROVIDED BY CONTRACTOR SCALE: 1/4" = 1 NTS. FL. LIC NSE No. 70170 DATE: 12/7/20 L.B./C.O.A. No. 29080 SHEET 1 G F 1 PROD. NO.: 20-112