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Plans 631 Beach Ave Pool 2012 ! I I ! j1 i - �v j I ()j \n CONCRETE WALK I ... DESK I o CK & FRAME 2-STORY BLO I RESIDENCE 10'47 ' I I 41> r.- 0 w IR I \ TI 0 W00D ENCE 0. I c I> 231.92 IRON cY. L........263.2T'_— I I 0 11 N 83.20'30"E — —• I - I ` I I IA m.L.- 6' NOOp FENCE ----- -- --_ -__= oasTilc vtF i co .- Lu 0 .. 4.8 0.7' 4x ----r+_� - -- EL ED,HA t, r � •_�. .—• .. i FIND I` �fRAME�Y EYATI 18.8 NAVD B 1 ! � � �� Z .. -- - -r r r x x i r r CONS PAvam 1 GARAGE FLOOR ELEVATION RE. " .- I Q 141.06 r, r r. p x. r r - (SAND>ET) 16.12 14.06 --_ __- I �TINO EIRIGc FINISHED APRON - ELEVATION 15.1 NAVD 110 d r _ I ' r SPA i i I ! U sT>=Parc sroNEs • A (POuo1N GQ ) O 1{ - A T%AME STORY ly _: i I z SWININ ING POOL 1! *"ns":: srEPPIXO STONESI CO rn RAGE c' .. to 710 SF. 1 (Pwm>1s Cone) WOODDEw .1 REPLACING EM PLANDIR wa000Eac n PAVERSU (500 SET) Cow- ; w- .PAVERS O 4rAAM])PWAER oZ .. .' ❑ STEPPING STONES ON �✓ I lW (PaCc) U 583'20'30"W 261.68WD n TO IRONY 231.93!(R CONGPAVBS 2 I I LU 1: 3p,55 fa amlpr'°°'°d0° 105.40 mr �as I I Q-'<m 14,05 13. { Typ STORY FRAME 1 54.45 a W Pool ed0o 110 4' ^ I Lu U1! 1055 10E.75 b1 W.Pi, I GENERAL PERMIT LINE I W mF lO OFFICIAL RECORDS BOOK 12975. PAGE 1781 ; I �m RESIDENCE , 215.53'yNprA*i4 �r-- 1 I STORY ,� I I = a TWO FRAME ' RESIDENCE i I I I I I I -- FOUND I l I _ 1/2" IRON PIPE ! I —__—•-------__--` 3295 I I city Of Atlantic Beach ! � PbMft and Zoning DeparbrW I -- appfOYal valines oanplisrl0e MIIh appficebk — -- — zorriing. subdivision and other local land , I development regulations,but does not constitute 1 approval for the issuance of permits. Compliance NOM, --�— wit Florida Building Code wW all other applicable ! local. State and Federal permitting requirements I 105 ANGLE POINT STREET must be verified by signature of the City of Atlantic I 1002 SIXTH Beaoh Building Official prior to the Issuance of a OPPOSITE R-51 AY PAVED PUBLIC ROAD) Building PermlL 1 I DATE (40'RIGHT-GF-W I 6A.lt ERO}ISION C DRAWN BY; ! PLA, IOE t o +*d 1 IBOOKappSEM In .0 Da i I I17! 1 I SHEET NUMBER, POL- 12-761 1 I CCCL CCCL DISTANCES '° �+ r�-h��fro✓.v/r�4b P�f Cx�,y��� � �S£L Lvs (. /G - . w� CRO*N BRADco�eA k"o �2-s/Gt1�`L/� l�,C,tl t ' �� �i� 3002 PHLUPS HWY. CPC 1456979 JACKSONVLLLE, Ft 32207 FWA (904) 858-4300 www.crwmpoolsgro.com I FILaRIDA SWIMMING POOL ASSOC. I SIZE SQFT: .7;2X Aot-- AA,f DEPTH: PERIMETER: J EST. TOTAL GAL O SKIMMERS: - O RETURNS: - ,\ d. INT. MAT.: FIN.: MAJESTIC ISLE % TILE: VERONA .ONDELA BLUE VR681 SPECIAL• NOTES: 6' 6 01, SIZE: 7' x 7' SQFT: 49 8 DEPTH: - PERIMETER: 2& RAISED HEIGHT: _ NO Q EST. TOTAL GAL:- 0- SKIMMERS: - AlH In RETURNS: - (n SPILLWAY: - 4• z TILE: SPECIAL• - O NOTES: - --r--fA55Y A4ZF11- TXT Q SKIMMERS: STBx RETURNS: - POOL MAIN DRAT _ 60vfj�f P SPA MAIN DRAIN%: L&LAII CLEAN. SYS.: 4• W Z HEADS: - IZ m YAC. LINES: - - � j ROBOT VAC.: _- ITER (x2) I WATER FEAT.:PECK SPIL - J SPA SPILLWAY: o.. POOL LIGHTS: SPA LIGHTS: TOTAL PIPE: l SPECIAL - LLI NOTES: - POOL TYPE.ELEIIATION:V� nVFRTINE COPING 22' X 4a ( TOTAL SQFT: - PERIMETER: - U RAISED BEAM: _- W UP STYLE: BU OSE M MATERIAL 1: —. RAITER MATERIAL 2: - SPECIAL - NOTES: COPIN m 12X24 TRAVERTINE wm ( POOL PUMP: 2ND PUMP: - �/ Z FILTRATION: W FILTER SIZE: - M HEATER: — 0- INUNE - TRAVERTM TIMER: - Q GAS: - LLJ SPECIAL- NOTES: SPECIALLY DESIGNIUb BY ROBIN HANNA FOR - HUGHES - LOCATI13jN/ADDRESS F PL*a7mF TO %E LISTED STOW PLANTER PATIO DESK REVOCINS rnl SCALE: 3/16" = 1'-Cp" PRINT DATE: 4/23/12 A46IntelliFlo° vF High Performance Pum V" System:2 Modular Media Filters 9 p Large Outlet Drams PLM Series Filters Pentakp.,„ 2.5"Gunite Main Drain - 25513-260 `%. •2.5"Socket Outlets rFeatured • • Featured • • hts •PVC Body Typical -aboveground pools,in round P�� ' Automatically monitors and adjusts fknv rates to optimize •IAPMO Listed for use with Nova .. and inground hot tubs 1 �' performance and minimae energy use-reduces energy Style VGB Cover(25539-700-011} w . select CO� consumption by up to 90% Y • Quality Construction-Durable two-piece tank housing e W. •�°� • Built-in diagnostics protect the IntelliFlo pump from the • 150 G P M (Floor) 118 GPM (Wall) constructed of rugged ABS thermoplastic to ensure a long- I • 13.4in�Open Area �� tank life R � `�”` most common causes of premature failure—loss of prime, overheating,freezing,and voltage irregularities 3"Gunite Main Drain Easy Access-Post-Ring'locking ring provides safe,fast access to tank internals; • Permanent magnet motor and TEFL(totally enclosed fan cooled)design assure quietest operation of any pool pump 25513-400 • Innovative Design-The innovative balanced flow IntelliFlo VF High Performance Pump •3"Socket Outlets kdesign first introduced with the System33 Mod Media filter Protected by U.S.Patent N%.,7,686,587,7,686,589, Super-efficient permanent magnet motors produce far less •PVC Body is now available)n the smaller 5ystem:2 filter,virtually D568,340,3D606,562,D6n 43 '7'858,597 7874,8oa, �� vibration, eresultingin less stress and wear on pump 07 and Patent Pending and •IAPMO Listed for use with Nova maintenance-free operation for pools of all sizes all corresponding foreilgn counterparts. Style VGBCover(25539-700-011) r • Low Maintenance-Complete media coverage combined - Compatible with lntelGTouch•,EasyTouch°,and SunTouch• System:2 Modular Media Filter§ with shallow pleats means greater dirt holding capabilities, The IntelliFlo Variable Flq pump is the world's smartest pool control systems • 150 GPM(Floor), 118 GPM (Wal{) cleaning swimming pool pump.Itts onboard computer and intelligent resulting in longer filter cycles and less cl . CE Certified NSF Certified,UL and CSA Listed • 13.4in2 Open Area PLM Series software automatically calculate and program the minimum . Large[rain Plug-Fitter includes 2 in.NPT Drain ports, flow requirements for eXrery pool task—filtering,heating, Robust On Board Power Factor Correction 2.5"Gunite Main Drain which are provided with reducer bushing and 1-112 in.drain cleaning,spa jets,water ffeatures and more—to optimize with Adjustable Collar plug performance and minimiize energy use.As functionsAasks change,IntelliFlo self -adjjusts to maintain optimal flow rates 25516-260 for further energy savings, •2.5"Socket Outlets - P t match for both the round and aboveground pool markets. •With Extension Collar Sta-Rite's modular media filtration is the erfete 9 e9 Advances in media technology and balanced fllow design provide dirt-loading capabilities up to 15 times greater than Ordering Information 3"Classic Main Drain <' sand filters of equivalent size.Virtually maintetflance-free operation for today's pool owner.The small diameter footprint with Adjustable Collar makes the System:2 filter a perfect fit for new aitid retrofit installations. Product Model FullLoadd Primary ds 4 Port Size carton *Body is cc.�.�red to match desired corer Vokage kw HP SIF SFHP Certifications' (NPT) wt.(Lbs..) 25516-400 •3"Socket Outlets Modular Filter Tanks allows for quick change°,of filter medias without changing the tank.Contemporary style and INTELLIFLOVF matte black finish looks attractive in any pool§etting. 011012 IntelfiFloVF 230 16 3.2 3 1.32 3.95 UL',NSF 3,CSA 3 2in.x2in. 47 •With Extension Collar 520641 IntellKom 4-[Rated 15-240 VAC 15-100 VDC with 4 inputs 8 521109 Inte)liCom 2- y = Orderin Informationatedg 3aVocwith 4mputs 9 350122 Automation Ceommunication Cable for IntelliFlo-Included with Intelliflo VF 2 Turnover Capacity(in Gallons) ONS t «. Product Effective Filter Area Flaw Rated' ¢low Rate x 60 x Hours} Tank wt(Lbs.) (Sq.Ft.) GPM{Sq.FY.) 11201-0154 2 in.x 2 Carton in.Un{ (2 in.NPT male x 2 in.female NPT quick connect) 'Note two required per pump(sold individually 2 6 Hour 8 Flour 10 Hour N. 3 'UL'indicates that pump beam a specific UL mark signifying evaluation to 3 'CSA indicates that pump bears a CSA mark signifying evaluation to Canadian 'A SYSTEW-2 MODULAR MEDIA FILTER-PLM SERIES U.S.Standards UL1081 for Pe(Ymanentiy Connected Swimming Pool and Spa Standards CANlCSA 022.2 No.108-01 Liquid Pumps For Swimming Pools 40 PLM100 100 38-100 14-36,000 18-48,000 23-60,000 2 in. 41 For Pumps and o Canadian ian) tan(dards CAN/CSA 022.2 No.108-01 Liquid Pumps Only(Enclosure 3). Swimming y(Efhdosure 3). 4Product may have been evaluated to other state and local regulatory ,. PLM125 125 47-125 17-45,000 22-60,000 28-75,000 2 in. 42 ' 'NSF'indicates that pump began a NSF mark signifying evaluation to NSF standards.Listing status may change.Always confirm status with appropriate Standard 50 For Self-Priming(Centrifugal Pumps For Swimming Pools Only. agency if in doubt. PLM150 150 56-150 20-54,000 27-72,000 34-90,000 2 in. 43 PLM175 175 66-150 24-54,000 31-72,000 39-90,000 2 in. 44 PLM200 200 75-150 27-54,000 36-72,000 45-90,000 2 in. 45 PLM300 300 113-150 41-54,000 54-72,000 68-90,000 2 in. 53 Based on NSF recommended flow rate for commercial at.375&iPM per square Note:Operating Limits-maximum continual operating pressure of 50 PSI.Pool/ foot. spa(bather)applications,maximum operating water temperature(internal Note:No backwash valve required. filter)1041(40•C). %, l Refer Ito catalog page 35 for a selection of 1-and-2-Pole GFCI breakers which offer 6 milliamp CMP 2012 POOL PRODUCT CATALOG r t personnel protection while meeting NEC 2008 Standards for Pool Pumps. I I 1 �r� /Flv i i V 'I \ CONCRETE WALK �•• �K WO 5— r OE�K � ME I \ I J I!p `- _ 2—STORY BLOCK & FRAft . RESIDENCE N647 '� I I \ ��- D�o r A oI� wool FENCE .0 rn 2 1 9 CI> 23, IRON `!RON—•—• 26IT •--..—._.-- { (7 J I I m LVN 83.20' •- -'-- tlytEMT94 FM PIT i u co w#rr001 fErN;r1C r #r •--•a -•r•-a 1___--_ GON RE51 CE /', FMISHED FLOOR 07' Two SY VTON 18.8 HIM oi ELE WV~(Q cow-f*ve OOR ELEVATI 14.06 is wWn GR L1612 44.06 A #a_- _�----�- I �a•.a i I Q FLOOR ___ ' EIOSTIMO BRICI{I I r �"� \\' _ 1 1 I J APROy1 ELEVAtION 15.1 NAW>� r - � a�w ! U U 1Pouolw Cana,) 1 1 � i ' a TVIO STORY SYV8AMM POOL 1 Nn - STEPPMO STONES 1 wwwow 1 A I M 7108F. 1 (Pauola Cant) 1 :W GARAGE ' wO0DDew " t Mahe® � RFPU1Qq Ol8TY3 ruwrel � 1 PAMMI I WFAISM mI ' + W t7 C �Q STEPPSTONES I Ij I U N (*1 _ .O FF-�11© p—waus ING Cam.) ,2 pF1 tu 011RONY MI- I Lu Lu W aoxc'Pevc�ea 1Cnrn�::, �V �< _ 0 4 trvoaET)" �1''il 1 __ 1 1 W x 1 �t 1 Lumoi' I �t>�°d0° iBB.75aW�''•� � GENERAL PERMIT LME I I o� Two STORY FRAME .51.ISbwAP0a1 ed0° 215.53 to V'W"1°d � OFFICIAL RECORDS BOOK 12975, PAGE 1781 i + 14.05 13. RE�pENCE 1 I 1 TOO CIORY FRAME REVISIONS i t i 1 FOUND I 1/2- IRON LB 3295 ILE NOM 1 ------ j L — ---------- i I JOB NUMBER: I 11 W2 ANGLE POINT I SIXTH STREET I I 1 AY ED MAWPUBLIC ROAD) I DATE: OPPOSITE R-51 "V ED T of-w I i I EROSION CC d I �,rp' RIG7a- 0Y: ! 1 PLAT 60 ft IN 1n I I atEc t 10 I I 1 IBR I c� I i 1 511EET NUMBER: CCCL CCCL DISTANCES =- = . '_GENERAL NOTES I.� FOR POOL PLAN,SIZE.DECK EXTENTS.SPECIAL OF IMUS.SEE CONTRACTOR'S POOL PLAN 2. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE BUILDING 2007 AND FLORIDA BUILDING CODE RESIDENTIAL 2007 TOGETHER WITH LATEST REVISIONS AND ANSWNSPI NATLADDER IONAL 1 STANDAR0. AN S FOR RESIDENTIAL INGROLH4O SWIMMING POOLS D ANSVW� NATIONAL A IONAL FOq PERMANENTLY INSTALLED RESIDENTIAL SPAS AND THE NATIONAL£LECTRC CODE-LATEST. 3. ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL INLESS OTHERWISE NOTED. MINIMUM REINFORCEMENT NK3 SEE STRUCTURAL NOTE 5 CROSS BARS SPACED 12"0 C.f W. TYPICAL POOL Y 106'DEEP i ©�� 4. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION W EASEMENTS OR REQUIRED SETBACK AREAS. POOL CONTRACTOR ANO/OR OWNER SBALL VERIFY LAYOUT AND ALL TYPICAL roRECOMMETJOC}t0 DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. = �. S. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELATIOM TO POOL AND ITS EQUIPMENT AND 10"-12" SENCHES A SSTE I)ED ENSURE MINIMUM CLEARANCE IN ACCORDANCE WITH LOCAL REGULATIONS AND ORDINANCES. BENCHES AS�I£EOEO 6. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING AROUND CONSTRUCTION AREA TO 1 Y PREVENT UNAUTHORIZED ENTRY INTO POOL AREA. 7. IF A WATER SUPPLY IS PROVIDED,A MIt,IMUM 3'ATMOSPHERIC BREAK WL'!!.L BE PROV10E0. _ 8. ALL STRUCTURAL.FILTRATION,AND ELECTRICAL DETAILS OUTLINED RN THESE DRAWINGS ALSO RELATE TO I ESCUTCHEON PLATE YS' WMTER SPA CONSTRUCTION. FOR POOL \ ANCHOR SOCKET LEVEL 9 ALL POOL AND SPA HEATERS SHALL BE EQUIPPED WITH AN ON-OFF SWITCH MOUNTED FOR EASY ACCESS TO DEPTHS GREATER THAN 7' \ RADIUS ALLOW THE HEATER i0 BE SHUTOFF WITHOUT AOJUSi1NG THE THERMOSTAT SEITI14G AND TO ALLOW EXTRA TRANSVERSE \ 6. RESTARTING W TROUT RE-LIGHTING THE PILOT LIGHT. REINFORCEMENT-Y3 10•LENGTH f UNDISTURBED 10. TO EMPTY THE POOL FOR ANY REASON.THE HYDROSTATIC UPLIFT PRESSURE MUST BE ELIMINATED. THE SPACED ON 12'CENTERS r SOLI.(NO VOIDS) LADDER TTT(�S OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURE. CONTRACTOR CENTERED ON BETWEEN MAIN BARS, 14-.H SHALL BE SHOULD CONSIDER INSTALLATION OF GRAVEL BED WITH UNOERORAIN PUMPING SYSTEM IN AREAS WHERE 8E UMINAT£D IF�SiTION(MAY 1-43 DIAGONAL•E W AT DRAIN RU68ER BUMPER SLIP-RE _ANT GROUNDWATER COULD RESULT IN UPLIFT PRESSURES THAT COULD FLOAT POOL OUT OF THE GROUND.. TRANSITION EXISTS) SIMILAR TO L.AGHT NICHE DETAIL POOL WALL SWIMMING POO 1 t. THE RESIDENTIAL L BARRIER AND/OR ITS COMPLIANT SAFETY COMPONENTS SHALL BE IN PLACE PRIOR TO FILLING OF THE POOL.FRC R4101.17 12_ CODE VIOLATIONS FOUND DURING INSPEC TION ARE.REQUIRED TO BE CORREC TED-PLANIPERMIT ISSUANCE -:6'MIN. ._.DOES NOT GRANT APPROVAL OF A CODE VIOLATION. 2007 FRC 109-1 LONGITUDINAL PLOOL SECTION - TYPICAL SWIMOUT DETAIL* ­. - LADDER DETAIL .. 13. A HYDROSTATIC RELIEF VALVE SHALL BE INS TALLED IN POOLS LOCATED IN AREAS WIHEFIE.THE GROUND NTS WATER TABLE OR POTENTIAL PERCHED WATER INTERSECTS THE POOL DURING ANY PERIOD OF ANY GIVEN NA.S- N.T.S. YEAR. STRUCTURAL NOTES I. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40. REWFOR-CNG SHALL BE 93 BARS AT LYON ADJUSTABLE FLOOR INLET. CENTER EACH WAY WITH 15"LAP JOINT IN WALLS AND FLOORS UP TO 6 FEET DEPTH.BETWNEEN_'ANO 10, FINISHED POOL- AFTEW FULL CLOSE,BACK OPEN USE I[3 BARS AT 6-ON CENTER VERTICALLY IN THE AREA OVER 6•-NOTE AI�PUES TO NORMAL. 1R TUWN-(FLOOR INLETS SHALL ' NON-EXPANSIVE SOILS ONLY. NORMAL SOILS ARE ASSUMED TO POSSESS EQUIVALENT FLLAO PRESSURE FLOOR BE FLO;t W TH POOL FLOOR) THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW OF 35 PCF AND UNIT WEIGHT OF 120 PCF.IF CONCRETE IS CAST AGAINS T 13ARE EARTH W THOU_ - THROUGH PVC PIPE WITHOUT EXCEEDING THE MAXIMUM SEPARATION BARRIER,MINIMUM COVER SHALL BE 3';W TH A BARRIER STIE STANDARDS FOR VELOCITY(FTJSEC) AND EARTH,MINIMUM COVER SHALL.BE 2'. ( ELTEX)BETWEEN CONCRETE , 2. POOL WALLS SHALL BE MIN.6'THICK AND FLOORS SHALL BE MIN.6-THICK AND SHALL BE PNEUMATICALLY -I - - PIPE S17f 6 FT!$ 8 FTIS 10 fT/S APPLIED CONCRETE W TH A COMPRESSIVE SFRENGTH OF 3.000 PSI IN 26 DAYS. CONCRETE DECK SHALL.BE —��1 - 1' 16 GPM 27 GPM 26 GPM 2.500 PSI- CONCRETE CONSTRUCTION WILL CONFORM TO AG STANDARD 318. MINIMUM WALL THICKNESS SUp^Y HEADER MUST BE INCREASED FOR DEPTHS GREATER THAN 8'(r. NOTE APPLIES TO_NORMAL-SOILS ONLY. lys 37 GPM 50 GPM 62 GPM 3- POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND.WHICH SHALL BE COMPACTED i0 PROv10E A STRUCTURALLY SAFE BEARING CAPACITY.ANY UNSUITABLE MATERIAL Et•FCOUNTEREO IN E)(CAVATION 2 62 GPM 82 GPM 103 GPM NOTE: SHALL BE REMOVED W ITS ENTIRETY ANO TINE AREA SHALL BE BACKFR.LED WITH ACCEPTABLE MATERIAL CONCRETE ENCASEMENT pCCEURS 2J4- 88 GPM 117 GPM 146 GDM AND PROPERLY COMPACTED. WHERE UNSUITABLE MATERIAL CANNOT BE REMOVED.THE POOL MUST 13E ONLY AT THE RETURN FITTING' REDESIGNED. 3- 138 GPM 181 GPM 227 GPM 4- SOILS SHALL HAVE MINIMUM BEARING VALUE OF 1000 PSF.1500 PSF FOR FREESTANaNG WAIL. TAIL 4' 234 GPM 313 GPM 392 GPM 5. THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM FAILURE BY ACCEPTABLE METHODS IF FOOL FLOOR INLET Off_ REQUIRED. THE DESIGN ENGINEER ACCEPTS NO RESPONS181UTY FOR THE SAFETY OF F�(1Si1NG N.T.S- 6 534 GPM 712 GPM 900 GPM STRUCTURES- _) PVC PIPING ONLY. ACTUAL PUMP SIZE WILL VARY 6. SHOTCRETE(WET OR DRY)SHALL BE DRY WEIGHT, S AND PLACED ACCORDING TO UBC SECTION(922 AN DEPENDING ON THE PUMP SPECIFICATION AND THE TOTAL AG 506- CEMENT TO AGGREGATE,IN DRY WEIGHT,SHALL NOT BE LESS THAN FIVE FO ONE. DYNAMIC BEAD FOR THE SPECIFIC POOL NEEDS- 7- SHOTCRETE SHALL NOT BE APPLIED IF AMBIENT AR TEMPERATURE IS LESS THAN 40FAtNp FALLILdG OR '8- HEAVY IF TEMPERATURE IS GREATER THAN 100E-NEVER APPLY SHOTCRETE IN RAIN _ SUBSTRATE SHOULD BE FOG-SPRAYED WITH WATER PRIOR TO SHOTCR,E1 E APPLICATION TO ALLOW HYDRATION AND LIMIT RAPID DRYING OF CONCRETE,AND TO COOL REINFORCEMENT STEEL. 9- IF FLOOR IS TO BE POURED AND WALLS CONSTRUCTED WITH SHOTCRETE.THE FLOOR SHALL BE POURED PRIOR TO CONSTRUCTION OF THE WALLS. FOR SNO TCRETE WALLS-APPLICATION SHOULD COMMENCE IN ` I-- CORNERS ANO WORK TOWARDS_FIE CENTER OF THE POOL- HO. IFEXPANSIVESOILS(CLAYS)ARE ENCOUNTERED.THE SIDES ANO BOTTO&I OF THEPOOL£J(CAVATIONWATER LEVEL(CENTER MUST BE IN MOIST CONDIT{ON IMMEDIATELY PRIOR i0 PLACEMENT OF SHOTCRETE. LINE OF SKIMMER) 11- REINFORCEMENT STEEL SHALL MEET ASTM A615-40. LAP SPLICES SHALL 138 AT LEAST 40 BAR DIAMETERSPtldl>fSPU[t4 Ot/[Y8A8 1!801[IEE ALL 13ENOS MUST BE SHARP. UBC SECTIONS 1907.1912.ANO 1924 SHALL BE USED AS A GUIDELINE. SPRING LOADED VEJRTICEQUALIZER F11TV4G SKXLT Ht�iZ OR I= STM 12- LAP SPLICES SHALL BE STACKED tm,lt WTH SH+OTCRETE SPRAY aRECTION.NOT SDE-eY-SLOECHECK EQUALIZER VALVw7 LISTED GRATE OM RESIDENTIAL PERPENDICULAR TO SPRAY13- REBAR PLACEMENT SHOULD BESUCHTHAT THE DISTANCE FROM TIE INSIDE SHOTCRETE FACE TO REBAR TO PUMP SL3GENERAL NOTES AND SHOULD BE A MINIMUM OF THE TOTAL SHOTCRETE THICKNESS MINUS 3'. VACUUM FITTING-SEE DOLE J.KELLEY,IR DETAILS H<. IN AREAS WHERE THE STEEL REINFORCEMENT IS FORCED TOGETHER DLI=TO CURVATURE OF THE WALL,I NOTE 3 BELOW -S4 BAR MAY BE SUBSTITUTED FOR 2-93 BARS IN ORDER TO MAINTAIN A fAitMMUM 25INCH SPACING. 15. UP TO 2"DIAMETER PIPING MAY BE PLACED IN THE LOWER OUTSIDE CORNER OF THE BOND BEAM NOTES. CONSUILTiNG STR4JUUAL ENGINEER 1- SKIMMER SHALL BE VENTED TO ATMOSPHEIRE THROUGH OPENINGS IN THE UO.THROUGH AN PROVIDED INFRC A MINIMUM OF 1.5 INCH CLEARANCE IS MAINTAINED BETWEEN 17HE PIPES AND ANY PARALLEL ENGINEERED VENT PIPE,OR INCORPORATE-jAN EQUALIZER LINE. LIC.46519 � - -- _ CROWN POOLS REINFORCEMENT. 16. 2, EQUALIZER LINES.WHEN USED.SHALL BE LUOCATED ON THE WALL WITH THE CENTER NO MORE THAN t8 I 17. E F ENGINEER SHOULD BE CONSULTED IF UNUSUAL CONDITIONS ARE ENCOUNTERED, BELOW THE MAX.OPERATING LEVEL. IT S1il� 3002 PHILLIPS HIGHWAY L BE PROTECTED BY AUSTED COVERIGRATE. 9CS4.�gF3:SHf3S ` A RAISED 80N0 BEJ1M EXCEEDS 21'AND SERVES AS A RETAINING WALL.FOR SOIL.THE RAISED PORTION 3. WHEN USED,VACUUM CLEANER FI TTINGS S`THALL eE LOCATED IN AN ACCESSIBLE POSITION AT LEAST 6' - - JACKSONVILLE, FLORIDA 32201i� SHOULD HAVE WALL DRAINAGE iNSTAIt£D TO PREVENT BLHLO-UP OF HYCROSTATiC PRESSURES. ANO NO GREATER THAN 18"BELOW THE Wj6TER LEVEL AND BE FITTED WITH A SELF CLOSING,SELF 18. CONTRACTOR SHOULD CONSIDER INSTALLATION OF UNDERORAIN SYS TEIN WHERE GROUNDWATER LEVELS LATCHING FITTING IN ACCORDANCE W iH IAO SPS 4. (904) 858-4300 PH. PROHIBIT SAFE DRAINING OF THE POOL WTHOUT FLOATING. - (904) 858-4330 FAX SKIMMER AND YAC(JfUM FITTING DETAIL CPC 1456979 Y aor to scxE SHEET 1 OF 5APe owc.sY 10"MIN. DECK SLAjlA"YL 3"MIN.(TYP.) EXPANSION JOINT- k 11" } 112"WHITE VINYL JOINT DECK SLAB I 6- tZ STRIP(NIA FOR PAVER WATER UNE TILE. 1 DECKS) GLAZED.MIN,4" " --TILECONCRETE DECK(OPTIONAL) — roWITH SLIP RESISTANT TOPPINGb SEE STRUCTURAON COMPACTED GROUND WITH gLTERNATE LOCATON OFALl ORGANIC MATERIAL SONO BOND BEAM BAR(TYP)REMOVED.�"7HK_WITH F16ER >Kr: BARMESH,6"WITH 83 REBAR TYPICAL WALL RT:TURN,OR 3 EA 03 REBAR CONTINUOUS 18" 1 VACUUM FITTING,LATH LAP SPLICES AS NECESSARY WATER STOP FLANGE ( z z LIGHT FIXTURE d �� .a CANTILEVER DECK DETAIL i< MICOPING DETAIL NICHE J N.T.S. N.T.S. MN. R=6"WHEN H=:r-(r io Q RADIUS INCREASES 6"FOR EACH 1'OF DEPTH<6,(r R=2'-0"WHEN H,=SO" .. STD.REINF RADIUS INCREASES I'-FOR EACH I'OF OEPTH>5-(r !� x3 REBAR @ 12"O.0 e.w:. _ QUARTZ AGGREGATE PLASTER FINISH MIN.COVER 3"(EARTH SHOTCRETE WAIL 6 SIDE),2"(POOL SIOEI 6-Mi',N SHELL EXPANSION JOINT DECK SLAB THICKNESS� ��L = - LIGHT NICHE OEfAlL — i N.T.S. 2,X3 BEND DOWN BONO BEAM BARS TYPICAL POOL WALL SECTION SCALE:N.T.S. 93 BAR BEND ' AS SHOWN — — 343 it SPA WALL MINIMAL BOND BEAM SCHEDULE SKIMMER DETAIL N.T.S. CONCRETE N.T.S. DEPTH OF THICKNESS NOTE: MAY BE USED WITH WATER FT INCHES SOILSANCONDITIONS O COND T ONSS ONCYK 30 6 10"MIN, 6"MAX WATER ALTERNATE 3.5 6 TROUGH 12 PLUMBING SEE SPA WALL SCH. LOCATION 4.0 8 _ SEE STRUCTURAL AT Gt�ADE AT GRADE 4.5 10 2-p BARS 6 NOTE 15 1 (OR 1-94 BAR) m � — 5.0 10 Z (�_ Z '� f WATER OR ELEVATED TROUGH° VERTICAL NCIRIL REIN-113 BAILS 12" L • i J—L REJNFORCEMENT 1p- O C FOR FREE STANDING WALLS i — 12 INCH CENTERS. VERs.REINF.SEE SPA TYPICAL REJNF NOTE:GREATER WALL 1 12"O.C.E.W. OR n THICKNESS(T)OR w� t DOUBLE CURTAIN 1 Z REINFORCEMENT MAY / PIN K[pow ONE Tw FWK=a BE USED IF REQUIRED _ • m SCUT gR BRIE OR TU 0,,3C"v FOR A OR —�— —�- SNEER DeSCENT DETAIL Oow CRAM9 m om RESIDENTIAL PLUMBING � a 1a N.T.S. FLOMSPATOPO4X. DOLE 1_KELLRY,JR STRUCTURAL DETAIL FROM SPA TO POOL MIN.IS-LAP EITHER SPA DETAIL DIRECTION CONSULTING STRULTUAL ENGINEER N rs LIC_1116519 CROWN POOLS 9049361-1935---- -- 3002 PHILLIPS HIGHWAY = JACKSONVILLE, FLORIDA 32207 (904) 858-4300 PH. (904) 858-4330 FAX CPC 1456979 NOT TO SCALE SHEET 2 OF 5 ,pp -� o a, s NO TES • _ TRANSFORMER REQUIRED FOR A' LOW VOLTAGE INSTALLATIONS ONLY 1 GROUND AND SONO ALL POOLS AND RELATED EQUIPMENT IN ACCORDANCE WITH NEC ARTICLES 250 AN0660 ELECTRICAL TO GROUND FAULT CIRCUIT— CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACITOR TO 194 TERRUP TER THEN TO POWER \ ENSURE THAT ALL METALLIC PARTS OF THE POOL STRUCTURE INCLUDING .SOURCE WITH TRANSFORMER a'MIN. THE POOL SHELL AND DECK REINFORCNG BARS AND ALL OTTAER METAL PARTS ARE BONGED PER NEC ARTICLE 250 AND 6W. BOND TQ)GETHER "\ JUNCTION BOX- POOL REINFORCING BARS USING 8 AWG COPPREINFORCING BARS USING STEEL TIE WIRES, ER RES.ALL E TTHE#H PARTS TO SE METAL 1 RIGID.IMC OR NON METALLIC PARTS INCLUDE-.BUT ARE NOT LIMITED TO LADDERS.RAILINCiI PIPING. j CONDUIT o CONOUI F.METAL DOOR FRAMES AND METAL PARES WITHIN 5i�OF INSIDE j WALL OF POOL. CONNECTION SHALL BE EXOTHERMIC VWELDI LISTED 300 WATT 1 REFER TO BRASS OR NON METALLIC PRESSURE CONNECTORS OR CLAMPS AS APPLICABLE- GRO(()NO STEEL NOTE a CONDUI T OR APPROVED COLUMNS(I.E.FOR TOWERS OR SLIDES)PER NEC ARTICLE Ztl o A140 680 3'MIN.FROM INSIDE WALL VUNDERWATER L EQUIVALENT AND NFPA 760. IF REINFORCING BARS ARE ENCAPSULATED*ATH A NON LIGHT TCONDUCTIVE COMPOUND.CONTACT ENGINEER BEFORE PR(bCEEDMG. z_ R 300 WATT UNDERWATER LIGHTS SHALL BE NEC- 2. THIS ELECTRICAL INSTALLATION SHALL MEET ALL REOLARE%ENTS OF NEC APPROVED AND SHALL FEATURE STAINLESS STEEL ARTICLES 250 AND 680. IN ACCORDANCE WITH THIS.UNOERqROUNp T .FORMING SHELL WITH BRASS MOUNTING RING. WIRING SHALL NOT BE PERMITTED UNDER THE POOL OR VATtHIN 5 T SHELL SHALL HAVE A I'NPT CONDUIT WITH OPENING HORIZONTALLY FROM THE INSIDE WALL OF THE POOL UNLESS THIS WRING PACKING GLANO.LIGHT SHALL BE HOUSED INA IS NECESSARY TO SUPPLY POOL EQUIPMEM PERMITTED B;IY NEC ARTICLE 1 STAINLESS STEEL ENCAPSULATION BOLTED TO A 680. ALL RECEPTACLES SHALL BE LOCATED AT LEAST 10'FfAoM THE INSIDE 1 j CHROME PLATED FACE RING FOR COMPRESSING OF WALL OF POOLS. ALL RECEPTACLES WITHIN 20 OF THE POQL SHALL HAVE 1 j A 360'DOUBLE WALL SYNTHETIC GASKET. GFCI PROTECTION. ADDITIONALLY,ALL UNDERWATER LIGHTING SHALL 6E j BONDING CONDUCTOR. GFCI PROTECTED-"MOUNTNG HEIGHT FOR ANY LIGHT FIXT141RES j REFER TO NOTE N7 i i SUSPENDED OVER POOLS SHALL 8E NOT LESS THAN 12 AO(�yE MAXIMUM WATER 1 L 1 LEVEL- SS LIGHT FIXTURE 6 NICHE W COMPRESSION HUB S j 300W.IZV LAMP OR 120 VAC WYr GFCI PER NEC 3, IF APPLICABLE.PROVIDE N 12 AWG CONDUCTORS ANO GR0W_MO FOR IZV 1 7 UNDERWATER LIGHTING CIRCUITS LESS THAN IT IN LENGTf}1 FOR 12V .\ BCONNECTOR S_ SSPRESSURE _COMND CIRC"TS 6 TO 15 N LENGTH.PROVIDE 18 AWG CONDUCTQ�SS INO \ GROUND. FOR IZV CIRCUITS GREATER THAN 15,Bur LES - ---- ----- i ----------------------- ._ — -- ------ BONDING HATH REINFORCING LENGTH,PROVIDE N6 AWG CONDUCTORS AND N6 GROUND,, NO 12V STEEL OR PLUMBING CIRCUIT SHALL BE MORE THAN 25 IN LENGTH. BONOING GRID. REFER TO NOTE 06 POOL LIGHT DETAIL 4. ELECTRICAL CONTRACTOR(E-C.)SHALL INSTALL NO FEW£fR THAN ONE TYPICAL SWIMMING POOL BONDING GRID PIAN N6 AWG COPPER £ 125 VOLT 15 OR . RECEPTACLE E T RECEPTACLE ON AHED NOT fPuR4ESS OSF THAN TIMECLOCK BRANCH CIRCUIT. RECEPTACLE SHALL BE LOCATED NOT LLeESS THAN 10 FT. FROM AND NOT MORE THAN 20 FT.FROM THE INSIDE WAL11 OF THE POOL. THE RECEPTACLE SHALL BE LOCATED NOT MORE THAN 6"61N.ABOVE THE FLOOR.PLATFORM.OR GRADE LEVEL SERVING THE pKDOI_- TO SERVICE PANEL JUNCTION SST 5. RECIRCULATION PUMP SHALL BE ELECTRICALLY INTERIOp WM TH BOX TOGGLE CHEMICAL EQUIPMENT.If APPLICABLE. SWATCH 4-MIN �- 6. AN EQUIPOTENTIAL COMMON BONGING GRID IS REQUIRES FOR ALL PAVED W/"P.DISC WALKING SURFACES W1 THIN THREE FEET OF THE INSIDE\WALLS OF THE POOL AND/OR SPA FOR THE ENTIRE POOL PERIMETER.T4W BOWING GRID m PUMP MAY BE COMPOSED OF STEEL REINFORCING ROOS(REBPM)OR p,6 BARE. SOLID COPPER CONDUCTORS.6 X 6 X 10 WELDED VIRE f FABRIC(MESH)IS ACCEPTABLE WHEN PROPERLY INSTALLED ON CHARS P*qo EACH SECTION POOL DECK t2 TRANS NOTES; IS CLAMPEOU D WITH APPROPRIATE LISTED DEVICES ANGIO NS SP I. ALL ELECTRICAL SHALL CONFORM WITH ART 680 NEC 200`. COPPER JUMPERS.THE BONDING GRID MAY NOT BE NSITALLEO DIRECTLY IN EARTH CONTACT OR WITHOUT PROPER COVER.THE 4#4STALLATTON 3 N 12 IN Y2-LEONO. 2 BONA ALL SHEATHED CABLES-RACEWAYS,METAL PIPING MUST BE IN ACCORDANCE WITH 68026(C).2005 NATIONP�ELECTRIC CODE AND ALL FIXED METAL PARTS NOT SEPARATED BY (NEC)AND FLORIDA BUILDING COOS(FBC)2006. 12Vr 300W WITH LOW WATER PERMANENT BARRIER.IF WITHIN 5 FT HORIZONTALLY FROM 7 THE FOLLOWING IS AN ACCEPTABLE ALTERNATIVE TO TfW BONDING GRID CUT-OFF OR 120 VAC WWr GFCI WATER-12 FT VERTICALLY OF MAX WATER LEVET. DEFINEO N NOTE$6.ABOVE:AN UNDERGROUND BONOIt}K,CONDUCTOR PER NEC MADE OF A SINGLE 118 AWG RARE SOLID COPPER WIRE%jOED TO A ELECTRICAL DiAGRAM MINIMUM DEPTH Of!NGHES TO 6 INCHES BELOW SUB�ADE AND 18 INCHES TO 24 INCHES FROM INSIDE WALL OF THE SW1td%At,POOL OR SPA THIS IS DEFINED A PERMISSIBLE ALTERNATIVE OR EQUIiV _EW TO COMPLIANCE WITH S.660.26(C)OF THE NEC(2005).NFPPA 20 ADOPTEO BY I REFERENCE WITHIN FOC. --INCOMING POWER SUPPLY JUNCTION BOX(IF USED) SERVICE PANEL LADDER.HAND RAL, TRANSFORMER DIVING BOARD.ETC_. POOL LIGHT POOL LIGHT HEATER CASE PI1N mrums am ISLE FS011 Tax NEUTRAL BAR SwAulV88 DAIS OR 188 SilS/tm TO GROUND CONTROL Noon CRAMS TaKmam 13 900mm ���Gi,1�' FRD°L PANEL ELECTRICAL NOTES METAL CONDUITS REJNFOR�NGPUMP 00 1 MOTOR GROLINO BAR OR PIPING SYSTEM STTEEL o e DOLE J.KELLEY,JR AND DETAILS EUTRALBAR TRANSFORMER FLEXIBLE CORD CONSUCtiNG STRUCTUAI ENGINEER GROUNDING TERMINAL . CROWN POU LIC.#659.-- -- .. 3 CONDUCTOR PUMP MOTORg3002 PHILLIPS H144HWAY NS SONO To .a soNo TO — --- JACKSONVILLE, FLORUbA 32207 STRUCTURAL STEEL - 00NDIN STRUCTURAL GROUND BAR N6 (904) 858-430(}s pI{. V� #6BONDINSTEEL (904) 858-433()1 FAX PVC CONDUIT CONTROL PANEL - CPC 145697% TYPICAL.GROUNDING SCHEMATIC TYPICAL BONDING SCHEMATIC OYMG BY. NOT TO SI'.A11; SHEET 4 OF -% a,vvaovweY: i DOLE J. KELLEY, JR., P.E. DOLE J. KELLEY, JR., P.E. CO)nsulting Structural Engineer Consulting Structural Engineer JAQ;KSONVILLE, FLORIDA JOB JACKSONVILLE, FLORIDA JOBTITLE CA1,tULATED BY DATE JOB NO. CALCULATED BY t)11 k DATE CHeCKEDBY DATE SUBJECT CHECKED JOB NO. SKE�YCH NO. SCALE SH OF DATE SUBJECT— L- --------- SKETCH NO. SCALE SH OF 77- T IF + - ............ n M 4-— + + 7 t 7 + +-- fit I + T-- 4- C;Q /V 4- 4- V1 4 Kt 22 kill 11111�' A 4 4- E OF MAL' CbD If S MR I �T J DOLE J. KELLEY, JR., P.E. DOLE J. KELLEY, JR., P.E. Comsulting Structural Engineer Consulting Structural Engineer JACKSONVILLE, FLORIDA CAO r J,�! 0 l�' JACKSONVILLE, FLORIDA C�ti`r�� � 1� JOBTITLE l_.. 1'V/� /" G,..� / JOB TITLE Y�✓ CAUCULATEDBY D� K DATE Y� + JOB NO. CALCULATED BY DATE CH5!CKEDBY DATE SUBJECT SH—OF CHECKED BY JOB NO. DATE SUBJECT SH—OF rCH NO. SCALE SKETCH NO. SCALE i� TOP OF WALL 8" STRUCTURNL - C4jNCRETE SLAB EL. +16.0' NAVD � � �l �� iI ► ® ., 1 8- 5�oP� / � f - 1 , MISm _ - BEND TOP i� 6" STRUCTURAL CONCRETE #4 0 8" O.C. TOP REBAR I't•24 POOL SHELL WALL 10" BOND BEAM —/ SEE 4/P1-1 -*3W 12 Off'• cc -. 6" CL Pr��s 8" STRUCTURAL #: 0 8" O.C. #4 VfERTICAL 0 8 p,C,, CONCRETE SLAB � a. EA. WAY BOT. CENTERED, ALIGNED SLAB. REINFORCING d N < ( ' _ `' BOT. GRADE BEA4 # HORIZONTAL 0—✓' _ ® 8" O.C. EL, +9.81' NAVD 12" O.C., CENTERED 1'— . TOP O.0 `,� ' ' C. 3 !� 2-- 4 SUPPORT15A,VIA?- r p\Ntlu"»B"„l -- —#' `' ©P AND 3—# �' .� �� KEL4 ►,,. / .#3 STIRRUPS S ECTION ,��°o`'�•••��ENs••• �N o• @ Z ' O.C. GRADE BEAM ;� , #5 ® 8 O.C. �- I REINFORCING _ No.6519 EA. WAY BOT. .. i. BOT. OF GRADE BEAM - --- ftL a CJ' STATE OF VARIES EL. 5.�4 S"-2 -�, ,� : .•,!�: —_ ___ "� �•CD �--ice���y__J_�I-�- l �_.C::.���/ I ---- ! ! / �- -- _ -- - i rirui SEC TI ON r� ;-- T - SCALE: 3/4" 1'-0" } _ 4— — i— _ It A .... is F I - I a SECTION g - � ull - DOLIE J. KELLEY, JR., P.E. DOLE J. KELLEY, JR., P.E. Consoulting Structural Engineer n Consulting Structural Engineer JACK%ONVILLE, FLORIDA JOBTITLE CRU W/U JACKSONVILLE, FLORIDA CALCULATED BY �7 JOB TITLE CROM�/ �Q045 D J k DATE Z JOB NO. _ CALCULATED BY l��J K DATE to 2 CHECKIED By 3 JDOJB NO. DATE SUBJECT SH -OF - CHECKED BY DATE SUBJECT � SKETCtp1 NO. SCALE SKETCH NO. SCALE iOF f Z$7 x O JAX,KSOWVIL.Ly,FLOA1DA 32256 db 4000 r`HDI�E 50 f'/5Bf?095,7 �`` Pra act htn. LOG OF Sop,[MG 40 _. � O t ( CI,an1 _ I �: i Swing loocstion .____ taa1� —_ —1- � - --{- — - _ =� .__ __- __ _ , water D=Pt1+, � _ DorT D 1 Isla, Cahn —Grilf�r t Ground i3nm ,_s l. ng� Df g Sort , — L7ril1 Rad 51xsA klEt�,:'S". C!wng Sian __ " _ L?r911 h�iur�_ �S ti f� ---• _ "" ' _.�, __ Dim. $11 ng Corrie Ib � ^.t,2 GrouridT�,-1D1 t - DEFN r 11 3 $ tET fdi�4rri+ ,i 3�ES3'?TBk�B+I c - - , 71 _L4J­ LP �Io : • e�.. I� �-� 1�1 _ .— I• •� r � 1 , : _i_..... ._.. .., X4.3 �- _ _ •4 _. J _. __ .... _ _.._.__. ..., "_....__.... _ __. .. _.TATSOF ff , I _ �I AVAIL'".. — r I 1S'/ ^Z l, , 4,17 L -.1_. f -. . . _..._.AL. r • 1, �.• J a 3x)24 l - 06/20/2012 12:01 FAX 9043965885 DOLE KELLEY 441 DOLE J. KELLEY. JR., P.E. Consulting Structural Engineer JAeKWWU.E, FLORIDA JOBMTLE Cd9Q W.-V ESS' CALCULATED B1l T7,J X M. _ lex � 2 .IDB NO. CHECKED BY DY11E . MiSACT r!4 LCL 5H OP SKUCH NO. SCALE - I � I L r. r�P I iJ I .. MM M_%W AIMSKUFICAMN �`" E �� 1. ilEL1CJILPI� LBE�i�illfEJlRd�G0.C�N7RALU1.M0� , !' ! I ' I, PUSSHAALSES6TAWEDSTANWINMOMA&CMNCE16rALUNGCONrRACfL1R1MOfID- k ! y f KMSATISFdWlMCERIWJio11 G1i1 IMOSAWAGTOMTECHNMAWWMOF 16 TMpp,QCNItCTAMIMASCRM)BZFAL ATMT RKWOKURpMiCERMle- ! ! CATMByVWASCHANMMMWMF0DIIVXL N ~~ 3. AU-WOWill+` H9®ISK4LLREP NA€CORDANCEYYMMLAPPLICAME I YQ06�6MEFFECTAT-*E19MOFMSTALLR1 N j I j 4. HBJCALPMKAS "WLL 7OBIF MTHESBC�SrA DAMOUL MGCMIF.D CA - T....... I NATICINAL ��l1i�1Ei.OpEANOFACIALE1fALUAjK7Nf�1'WEif1AD— I. NI RSmPMBEP UPONIEMXSr TM AND/ORlMWr PRESS KIM 58Coo-vo K CA4M FD;i3Dff15l7Q SS (SQUARE SHAH) PILES S. 7t+lE+jex�+LeAase=r>o sANa�naeaNs s�wLa�saDst�,a��oaoRwe�u Includes 1-Z/'Ne I-W', 3/4",ZM al de! SQUAF&sWW OlRd11N MM-V'E'S}WF.0 CMZMMS ~aMWLM Shafts. Features e)Cb2ilSi0r1 Sllafi,5 with-5 WrrHONE$RMOMMvUCALIEAY PLA7fSIN@. 1D 0M ESMW _sockets to lengthen piles and anchors. IL AMp&SWLUWCaMMMPriafstar MWFDWGAMAWATM ' V. WrAUATaMUN�' 94 LCMCibTOFARDrAWMTOROtiEMOTORWMFOWMWAND RF1F MC$PABILMES.7NESEFMFSAIt:MWALLYPOWERM. LINSTALLAIWNUNFFSSHALL6ECAPMIAOFVL319. FMMEMMMMToRQmASi4 } I•s� , '` 9. NSTALLAI&ONSHAMBECAMEOFPOSMMWTHEHELKALPMATTIEPFAM NSTALLA7I6MANGLB IMAMUMRYYA1tY1lWEENM ICALANDSDEGFOSDOOMM �J ! I ; UPONAPPLilU��7�� 'M��SF'EGF13]ORfSgI . to INSTALLA7FI7OIOQUES�iALLBEMCMfUf�1iCUC�IDU7THERFST/UlAl14NPA0CE�4 HELICALF$lM SHALL BE TO-49 MMUTORQUEVALUEREMAROD1DPFAIYDE ! THE LOAD(§1PACMSHO MN ONIMPLAML / \ TOP Or PtLE NEIN CONSTRUCTION BRAOCET I _ Trarwfm load of structure to helical pile_ ' I yW. 141. •'l .•�' � �%�rw •�.. fir, � r No 65 9 ... _. 1 - - F I E117 Fit— � e j � j � r � ILS � PELF f �•`'�• _• •'�+ i IlliffE b � Apr l� �G'�(`� �v��!✓N� {� y Z Cr /! /v� cS ` A/l/ CROWN BRAD CORFmA CPfC 1456979 3002 PIULUPS NW. r JACKSONVNIB. FL 32207 rA (904) 898-4300 FI.ORIDA S www.erow�poohinc.com WrIMMING POOL ASSOC. SIZE: SQFT: 712 DEPTH: PERIMETER: 126' J EST. TOTAL GAL.: O SKIMMERS: - O RETURNS: - a. INT. MAT.: PEBBLE FIN.: IA:ESTIC ISLE TILE VERONA, TONDELA BLUE VR681 SPECIAL: - 6' 6 NOTES: - SIZE: _ 7' X 7' 18 SQFT: 49 DEP'T'H: PERIMETER: 26' RAISED HEK,HT: NO Q EST. TOTAL GAL.: - a. SKIMMERS: - N RETURNS: - SPILLWAY. 4' z TILE: - A O SPECIAL- -6 PE - -C�RA55Y AREA- NO - 515Q SKIMMERS: U RETURNS: clovEpXpPOOL MAIN DRAINS: LL SPA MAIN DRAINS: - AL NAI U CLEAN. SYS.: 40 W Z BEADS: - a- m VAC. LINES: - ROBOT VAC.: - o 6PLL-'OVER I J SPILLWAY: tl POOL UGHTS: SPA LIGHTS: - TOTAL PIPE. - I Lv SPECIAL: PO �' ® O NOTES: 22 - I C� z ELEVATION: (COPING I TOTAL SOFT. - 1 PERIMETER: - k, U RAISED BEAM: -- I LL1 LIP STYLE: BULLNOSE FL�l D MATERIAL 1: I MATERIAL 2: - SPECIAL.• - �i �`IG11 NOTES: COPING ' 12X24: TRAVERTINE YTm I POOL PUMP: - R' / 2ND PUMP: - Z FILTRATION: - W FILTER SIZE: I2"XZq :2 HEATER: - TRAVMTW n- INLINE:- TIMER: NLINE:TIMER•calm - d GAS. W SPECIAL:- - NOTES: SPECIALLY DESIGNED BY ROBIN HANNA FOR 0 - HUGHES - � LO ani/���ss STaPE PL ANTER PATI MSM REWOOM n SCALE: 3/16" = 1'-0" PRINTr DATE: 4/23/12 • 3'0'M(114,(EDGE OF OUTLET) 3'0"MIN.(EDGE OF OUTLET) TO-MIN.(EDGE OF OUTLET) - { _ • SINGLE UNBLOCKABLE CHANNEL OUTLET TO SINGLE PUMP � OUTLETS IN PARALLEL TO ONE PUMP OUTLETS IN PARALLEL TO DUAL PUMPS IN PARALLEL PARALLEL OUTLETS TO TWO PUMPS_ NOTES: L DUAL OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET. 2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHAtI.BE LOCATED MIDWAY BETWEEN THE OUTLETS WITH FLOW OUT OF THE BRANCH Of THE 7EE- 3. THE FLOW RATING OF EACH COVER/GRATE SHALL BE AT LEAST EOUAL To THE SYSrEM•SMAXIMU, FLOwRATE. SINGLE UNBLOCKABLE CHANNEL OUTLET TO TWO PUMPS �. OUTLETS MAYBE LOCATED ON SEPARATE PLANES IN VERTICAL WALL"OR ONE(1)EACH ON LIEU OF 1 HE 7O'SEPARATION REOUIREMENT"ICDNE(1)ON THE BOTTOM ANO ONE(1)ON THE TM(2)SEPARATE VERTICAL WALLS_ RNY$wwE DUAL SUCTION OUTLET ARRANGEMENTS 3"O'MIN.(EDGE OF OUTLET) 3"O"MIN.(EDGE OF OUTLET) 3"0"MIN.((EDGE OF OUTLET) LARGE UNBLOCKABLE OUTLET OF ANY SHAPE TO SINGLE PUMP NOTES: I. SINGLE CHANNEL OUTLET: 3-OR GREATER IN WIOTH AND 31'OR GREATER IN LENGTH(APPLIES TO PERFORATED AREA). 2. SINGLE UNBLOCKABLE OUTLET: SHALL BE OF ANY SIZE AND SHAPE SUCH THAT A REPRESENTATION OF THE TORSO Of THE. 99TH PERCENTILE AOULT MALE CANNOT SUFFICIENTLY BLOCK IT TO THE EXTENT THAT R CREATES ABODY SUCTION ENTRAPMENT HAZARO. THE TORSO IS REPRESENTED ASA RECTANGLE 18'X 23"WITH CORNERS OF RADIUS C SINGLE UNBLOCKABLE SUCTION OUTLET ARRANGEMENTS; r 90'KENO(FYr. VELOGTTY=6 FT I5 2"TEE OF 2) SCH 40 SCH 80 OUTLETS IN PARALLEL OUTLETS IN PARALLEL OUTLETS IN PARALLEL I r AIR GAP(MIN.)SEE SUCTION PIPE MAX FLOW MAX FLOW SYMMETRIC PIPING No TE a DIAMETER (GPM) (�) ECCENTRICALLY TAPPED PIPING LOOPED PIPING I NOTES: 55 2 112• 90 � I. THE OUTERMOST OUTLETS SHALL BE SEPARATED BY MINprtUM 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET. 3' 1 t24 2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL BE LOCATED MIDWAY BETWEEN iVYO OF THE OUTLETS WITI/FLOW OUT Of THE OR OF Of THE TEE. MAXIMUM UNDERWATER �_ 238J]� LENGTH Of VENT PIPING:30 215 3. THE SUM OF THE FLOW RATINGS Of THE COVERS/GRATES STALL BE AT LEAST TWICE THE SYSTEM'S MAXIMUM FLOW RATE. FEET FROM TEE ON 6 Sd0 215 488 SUCTION PIPING 70 AIR GAP 41, SCREEN VENT TO PROHIBIT THREE-OR-MORE SUCTION OUTLET ARRANGEMENTS SUCTION OUTLET LABEL ENTRYAS FOLLOWS 'P (ABEL VENT AS FOLLOWS:'POOL SAFETY DEVICE-00 NOT HANDLE- NOTES: - '- TO SUCTION PIPING r VENT PIPING � I. ALL COVERS/GRATES SHALL COMPLY WITH ANSUASME Al I2.19A-LATEST--SUCTION FITTINGS FOR USE IN DEBRIS OUTLET MOUNTED SWIMMING POOLS.WADING POOLS SPAS AND HOT TUBS- RECOMMENDED:GRATES SFi01110 8E INSTALLED IN POOL FLOOR T WITH SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM VELOCITY OF 1.5 FTI$THROUGH THE GRATE(S). VENT LINE DETAIL AIL 2. SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE VN iH ANSIIAPSP"7 LATEST. THE FOLLOWING METHODS TO AVOID ENTRAPMENT ARE IN ACCORDANCE WITH ANSVAPSP-7: A)SURFACE SKIMMING OR OVERFLOW SYSTEMS THAT PROVIDE lo IN OF THE REQUIRED SYSTEM FL t. a,DUAL SUCTION OUTLET SYSTEMS:C)THREE-OR-MORE SUCTION OUTLET SYSTEMS:D)SINGLE UNBUxT(ggLE S SYSTEMS:E)SINGLE OUTLET SUCTION OUTLET SWIM JET SYSTEMS:f)SINGLE OUTLET-ALTERNATIVE SYSTEMS(IN PlJti>�>�IINt YRdH PBOY t>� ACCORDANCE WITH ANSItgSME A112.19.8 LATEST ANp ASTM F23H7-0a);G)GRAVITY FLOW 70 A VENTED SEE NOTE I BELOW alenym am 09 I= COLLECTOR TANK:H)OUTLET SUMPS IN SERIES:1)OR OTHER MEANS THAT MEET THE INTENTS AJdO ous ruoa 1►ve>rnls RESIDENTIAL REQUIREMENTS OF ANSI/APSP-7 AND IS APPROVED BY THE AUTHORITY HAVING JURISDICTION. COD[CHAP X Q B 3. BRANCH SUCTION PIPING(DEFINED AS THE PIPING SERVING THE SUCTION OUTLETS)SWM BE SIZED TO SUCTION 0 UTLP;T ALLOW MAXIMUM VELOCITY of SIX(6)FEET PER SECOND WHEN ONE OF A PAIR IS eLocIXEO. ALL O7NER CIRCULATION LINE TO LEAF DOLE 1.KF.IlCY,1R NOTES AND DET SUCTION PIPING SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF EIGHT(11)FEET PER SE=COND. CANISTER t RECIRCL0.aT10N �--- AILS a- POOLS OR SPAS SHALL NOT BE OPERATED IF SUCTION OUTLET GRATE IS MI:,�TNG"BROKEN.OR LOOSE. PL/MP 5. SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWN THROUGH THEM SIMULTANEOUSLY MINIMUM PIPE LENGTH I8' THROUGH q COMMON UNE i0 THE PUMP" NOTE: CONSULTIQQ STRUaUAL ENGINEER 6. SUCTION OUTLET PORI MUST BE SAME DIAMETER OR LARGER THAN SUCTION PIPE EXITING OUTLET_ 1. ONE OF THE FOLLOWING OPTIONS IS REd4UIRED BETWEEN THE DEBRIS SUCTION OUTLET AND THE PUMP. A) L C_WS519 CROWN POOLS 7. FIELD BUILT SUMPS SHALL BE CONSTRUCTED SUCH THAT THE OPENING of RRE SUCTION pIpE WILt 8E NO ONE(I)AD01TIO1RAL SUCTION OUTLET NnKH A US TED COVER/GRATE LOCATED A MINIMUM OF 18'FROM THE _ _ "_ 3002 PHILLIPS HIGHIYA CLOSER THAM 1.5 TIMES ITS INSIDE DIAMETER FROM THE BOTTOM OF THE CTH ER/GRATE OR SUCH THAT THE 904.396.5885 SUMP IS OF THE DESIGN SPECIFIED BY THE COVER/URATE MANUFACTURER TO CONTROL FLOW THROUGH TEE IN THE SUCTION UNE TO THE PUMP(5�):B)AN ENGINEERED VENT SYSTEM:C)A LISTED MANUFACTURED IACKSONVILLE, FLORIDA 321207 THE OPEN AREA OF THE COVER/GRgiE_ SAFETY VACUUM RELEASE SYSTEM. (904) 858-4300 PH. OUTLE SUMPS IN SERIES (904) 858-4330 FAXCPC 1456979 rat TO SCALE SHEET 3 OF 5 ovwc.er._ __ APPROVE08Y: r ANSI/ASP-7 2006 SPECIFIES THREE METHODS FOR DETERMINING THE MAXIMUM SYSTEM FLOW RATE. THE TDH CALCULATION OPTIONS: TOTAL HEAD IN FEE Ii CONVERSION CHART FOLLOWING SIMPLIFIED TDH CALCULATION IS ONE OF THE METHODS SPECIFIED. INCHES MERCURY _,_ 8 UM GAUGE) - FOR EACH PUMP 0 2 4 6 g i0 12 14 16 18 0 0.0 12.314.5 _§X 9,0 11.3 13.6115.8 18.1120.3 1 2.3 4.6 16.8 9.11 11.4 13.6 15.9 18.1 20.4 22.7 SIMPLIFIED MAXIMUM SYSTEM FLOW RATE. CHECK ONE 2 4.6 6.9 19.1 j-L.-% 13.7 15.9 18,2 20.4 22.7 25.0 MINIMUM FLOW RATE REQUIRED:35 G gPER SMCIM1yF�R 3 6.9 1. 11.5 13. 16A 18.2 20.5 22.8 25.0 27.3 2 SIMPLIFIED TOTAL DYNAMIC HEAD(STDH) 4 9.2 11.5 13.8 16. 18.3 20.5 22.8 25.1 27.3 29.6 1. CALCULATE POOL VOLUME: !L �_X X 7.48(GAL./CUBIC FOOT)_ 7 a COMPLETE STDH WORKSHEET-FILL IN ALL BLANKS 5 11.5 13.8 16.1 18. 20.6 22.8 25.1 27.4 29.6 31.9 (SURF.AREA) (AVG.DEPTH) (VOL.IN GAL. 6 13.9 16.1 18.4 20: 22,9 25.2 27.4 29.7 31.9 34.2 2. DETERMINE PREFERRED TURNOVER TIME IN HOURS:�_X 60(MINAFiR.)_ TOTAL DYNAMIC HEAD(TDH) 7 16.2 18.4 20.7 23. 25.2 27.5 29.7 32.0 34.3 36.5 URS) (TURNOVER IN MIN.) 8 18.5 20.7 23.0 25. 27,5 29,8 32.0134-3136.6 38.8 3. DETERMINE MAX FLOW RATE: C 0 �' I - + ({� _= S� a COMPLETE PROGRAM OR OTHER CALCS. FILL IN REQUIRED 9 20.8 23.1 25.3 27. 29,8 32.1 34.3 36.6 38.9 41.1 (VOL.IN GAL.) (TURNOV�2 INS.) - (POOL FLOW RATE) (FEATURE FLOW RATE)) (SYSTEM FLOW RATE) BLANKS ON WORKSHEET&ATTACH CALCULATIONS 10 23.1 25.4 27.6 29. 32.1 34.4 36.7 38.9141.2 43.4 4. SPA JETS: X 1� GPM F'ER JET=- FLOW RATE 11 25.4 27.7 29.9 32: 34,5 36,7 39.0 41.2 43.5 45.8 (NO.OF JETS) (JET FLOW] (TOTAL JET FLOW RATE) MAXIMUM FLOW CAPACITY 12 27.7 30.0 32.2 34, 35.8 39.0 41.3 43.5 45.8 48.1 (FOR SINGLE PUMP POOUSPA COMBO,USE THE HIGHER OF NO. 3 OR NO.41N THE FOLLOWING CALCULATIONS FOR THE POOL&SPA) a OF THE NEW OR REPLACEMENT PUMP 13 30.0 32.3 34.5 38 39.1 41.3 43.6 45.9 48.1 50.4 14 32.3 34.6 36.9 29-t-1 41.4 43.6 45.9 48.2 50.4 52.7 15 34.6 36.9 39.2 41. 43.7 45.9 48.2 50.5 52.7 55.0 DETERMINE PIPE SIZES. 16 37.0139.2141.5 43 46.0 48.3 50.5 52.8 55.0 57.3 / 17 39.3 41.5 43.8 4 1 48.3 50.6 52.8 55.1 57.4 59.6 BRANCH PIPING TO BE INCH TO KEEP VELOCITY @ 6 FPS MAX.AT < �? GPM MAXIMUM SYSTEM FLOW RATE. NOTES. 18 41.6 43.8 46.148 50.6 52.9 55.1 57.4 59.7 61.9 19 43.9 46.2 48.4 50 52.9 55.2 57.4 59.7 62.0 64.2 �//� 20 46.2 48.5 50.7 53- , 55.2 57.5 59.8 62.0 64.3 66.5 TRUNK PIPING TO BE INCH TO KEEP'VELOCITY @ 8 FPS.MAX.AT�GPM MAXIMUM SYSTLEM FLOW RATE 1. IF A VARIABLE SPEED PUMP IS USED, 21 48.5 50.8 53.0 55` 57.6 59.8 62.1 64.3 66.6 68.9 USE THE MAX. PUMP FLOW IN 22 50.8 53.1 55.3 57: 59.9 62.1 64.4 66.6 68.9 71.2 RETURN PIPING TO BE�i _INCH TO KEEP VELOCITY @ 10 FPS MAX.AT GPM MAXIMUM SY9�TEM FLOW RATE CALCULATIONS. 23 53.1 55.4 57.7 % 62,2 64.4 66.7 69.0 71.2 73.5 2. FOR SIDE WALL DRAINS,USE 24 55.4 57.7 60.0 62: 64.5 66.7 69.0 71.3 73.5 75.8 APPROPRIATE SIDE WALL DRAIN 25 57.8 60.0 62.3 64. 66.8 69.1 71.3 73.6 75.8 78.1 26 DETERMINE SIMPLIFIED TDH. FLOW AS PUBLISHED BY 2762.464.666.969 71.4 73.7 75.9 78.2 82.7 1. DISTANCE FROM POOL TO PUMP IN FEET:. MANUFACTURER. 28 64.7 66.9 69.2 71: 73.7 76.0 78.2 80.5 82.8 85.0 �p �G3. IN-FLOOR SUCTION OUTLET 29 67.0 69.3 71.5 73 76.0 78.3 80.5 82.8 85.1 87.3 i' G 377 GPM=_L_(SROM PIPE FLOW/FRICTION LOSS CHART) COVER/GRATE MUST CONFORM TO 30 69.3 71.6 73.8 7 1 78.3 80.6 82.9 85.1 87.4 89.6 INCH PIPE PER 1 FT. @ MOST RECENT EDITION OF 31 71.6 73.9 76.1 78 80.7 82.9 85.2 87.4 89.7 92.0 2. FRICTION LOSS(IN SUCTION PIPE)IN @�_ FROM PIPE FLOW/FRICTION LOSS CHART) ASME/ANSI Al 12.19.8 AND BE 32 73.9 76.2 78.4 83 83A 85.2 87.5 89.7 92.0 94.3 3. FRICTION LOSS(IN RETURN PIPE) IN INCH PIPE PER 1 FT. GPM= 33 76.2 78.5 80.7 83 85.3 87.5 89.8 92.0 94.3 96.6 ® - EMBOSSED WITH THAT EDITION 34 78.5 80.8 83.1 85 87,6 69.8 92.1 94.4 96.6 98.9 APPROVAL. 1 35 80.9 83.1 85.4 87 89.9 92.2 94.4 96.7 98.9 01.2 (LENGTH OF SUCT.PIPE) (FT OF HEAD! FT OF PIPE) (T H UCT.PIPE) TDH IN PIPING: °O 4. PUMP&FILTER MAKE,MODEL AND LOCATION CAN NOT CHANGE NOTE: FIELD TDH M47ST BE EQUAL TO OR HIGHER 5 X _ THAN THE CALCULANED TDH (LENGTH OF RETURN PIPE) (FT OF HEAD/1 FT OF PIPE) (TDH RETURN PIPE) WITHOUT SUBMITTING REVISED FILTER LOSS IN TDH(FROM F1I1-TER DATA SHEET): / PLANS AND TDH WORKSHEET. :CHART 2 HEATER LOSS IN TDH (FROM HEATER DATA SHEET): TOT#L ALL OTHER LOSS: I SELECTED PUMP AND MAIN DRAIN COVER. TOTAL SIMPLIFIED TDH: 1 PUMP SELECTION V �� d VTf%� USING PUMIP CURVE TI1#E FOLLOWING CUT (PUMP MODEL&SIZE IN HP) FOR SIMPLIFIED TDH&SYSTEM FL10W RATE SHFEETS ARE INCLUDED MAIN DRAIN COVER (SYSTEM FLFLOW AND FRICTION LOSS PER FOOT E?----P-Utmp HEATER (MAKE&MODEL) MUST NOT EXCEED APPROVED COVER 'IRATE) SCHEDULE 40 PVC PIPE �• �Z �-�/ EL C R OND l=J FILTER Q THERAPY JETS NOTES: MINIMUM SYSTEM FLOW BASED ON MIN. FLOW PER SKIMMER OF 35 GPM. PIPE SIZE 6 FPS I 8 FPS 10 FPS E'I�_AIN BRAIN Q WATERFALLS 1" 16 GPM 0.14' 21 GPM 0.23' 26 GPM 0.35' OTff4ER DETERMINE THE NUMBER AND TYPE OF REQUIRED IN-FLOOR SUCTION OUTLETS 1.5" 37 GPM 0.08' 50 GPM 0.14' 62 GPM 0.21' ONTRACTOR SIGNATURE 2" 62 GPM OA6' 82 GPM 0.10' 103 GPM 0.16 TYPE OF COVER 2.5" 88 GPM 0.05' 117 GPM 0,09' 146 GPM 0.13' 2 ( SWIMMING POOL SPECIFICATION FOR �/O O DUAL MAIN DRAIN©SUCTION OUTLETS @ ��� GPM MAX.FLOW 3" 138 GPM 0.04' 181 GPM 0.0T 227 GPM 0.10' C TRACTORS PRINTED NAME �----3 _ 4" 234 GPM 0.03' 313 GPM 0.dS' 392 GPM 0.07' 6" 534 GPM 0.02' 712 GPM 0.03' aO O O MULTI DRAINS SUCTION OUTLETS @ GPM MAX. FLOW CHART 1 CONTRACTORS CERT.NO. CHANNEL DRAIN CHANNEL DRAIN @ �� GPM W/ �� PORTS /y,/0 'TOD GG CO RACTORS TEL.NO. -- TOP OF DE TOP OF WATER -- .,..v....,� EL. +16.24' NAVD - �-4 _ /, j EL. +15.74' NAVD i 8" STRUCTURAL CONC. SLAB TOP OF POLE ______ __ TOP OF SLAB EL.+10.06' NAVD 24'EL. +12.24' NAVD TO (OF PILE TOP OF i PILE 00 - _ EL.*+ NPD 0.90 NAVD EL.+6.4 ' NAVD �. I I ` TTNA BO-f. OF GRADE TOP OF SLAB I EL. +7.74 +10.57' NAVD BOT. OF SLAB • ) EL. +11.57' NA Pies i BOT. OF SLAB ` P14, . ,. -----r L. +7.07' NAVD SEE DEITAIL 1=� 64 ISFE DETAIL 'OT. OF �GFtAgI°, k31�,AM 1 EL. +5.74' NAVD OL SECTIONPTO OF WALL 1 PC� 7L. +16..0' NAVD o #40 12" O.C. E.W. SCALE: 3/ 8" = 1,_0„ d • TYPICAL AT STAIRS. 3/8" MORTAR • 4 JOINT BULLNOSE COPING AS' PER EXTERIOR FINISH, • �` <7 ARCHITECT DESIGN 1 _0SEE ARCH. ,q4 , .i tpptlp��INi1tlry4, • ' +16.24" NAVD � .a WATER LINE _..:..�.�' ......... ' ' ,. +15.74'' NAVD �,.. ,4, . .. ov ��� Ns.••••. % SEE DETAIL a 6 WATERLINE / /47 6619 - FOR . TILE • REINF. (TYP) -�co STATFE OF BOND BEAM Wl #`3 wl.O'`•. 4_ ' CONTINUOUS AROUND �F' '��01®P '• �4' < #`3 HORIZONTAL @—""' tS 12" O.C., CENTERED PEREMETER (TYP) ''��.,,,/Olv u BOT. SOF GRADE BEAM f EL. 10.57 NAVD #4 VERTICAL 0 ° 8,, O.C., CERNTERED - - - - -- TYPICAL STAIR 2 TYPICAL COPING EDGE DETAIL DOLE J. KELLEY, JR., P.E. DOLE J. KELLEY, JR., P.E. Cibnsulting Structural Engineer Consulting Structural Engineer JXCKSONVILLE, FLORIDA JOB C R z JACKSONVILLE, FLORIDA JOBTITLE- CAILCULATED BY DATE-b JOB NO. CALCULATED BY 12J K DATE JONO. CHECKED BY DATE 10 SUBJECT- SH OF CHECKED BY DATE SUBJECT SKfETCH NO. SCALE SKETCH NO. SCALE SHB OF 4- 'x x 0 C X 1130 77 + i 7 2 x 77 Xa r. 47 -7, x jr, )-4v 7 c?' + 4L T 1/0 6 i-T a jI. + �(j - 11 1 -—----- -1, f- - 1---1 4 + - e 1 jVo --4-- 477 + 4-� W6 4- A 4- 4z- J-i-- + x !TO �-X 7 e-" OQ4 9186 x 7 z 0 -A I" X 32e 'x � 4 16 - 1 .. .... 7. Af . 7'X I i 12 P/ Cr E TV A 0. 0 to, -0 ..... . ......... ---------- -----------4— 71, 9 _71"IF DOLE J. KELLEY, JR., P.E. ConsAng Structural Engineer JACKSONVILLE, FLORIDA JOBTrrLE (2no IA/k/ sD ZS CALCULATED BY d J I DAM 7 Z©�2 �.`/ JOB NO. CHECKED BY DATE SUBJECT GA"O SH--LOF 1 SKETCHNO. SCALE ! O-04 1031 F,ra:,4 Cy )v vlee�'�.. � i Erl T1 77 ,11 4 {{ t - - ' E cdiv ) 'e a E' -- jJoe - i i ! __ EAf 57 7 1 ! ! - f t No65 19 ` p j