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685 SAILFISH POL22-0026 STRUCTIRAL DWGSOFFSET DEPTHCOMPLIANCEPRESUMED WHENOFFSET = WATERDEPTH W.L. OFFSET DEPTHCOMPLIANCEPRESUMED WHENOFFSET = WATERDEPTH W. DRAINBRANCHMIN. SIZE"ANSI 15FLOW" @6 FPS (4) PIPE DIA. MIN.STRAIGHT PIPESIZED BY "ANSI 15FLOW" @ 6 FPS MIN. 18" STRAIGHT (HORIZ. OR VERT.)FOR FUTURE SOLAR PRIOR TO HEATERMIN. FILTER SIZE@ "ANSI 15 FLOW" PUMP SIZED BYANSI 15 SELECTEDFROM APSPLISTING AT "ANSI 15FILTRATION FLOW"(AT LOW SPEED) SUCTION OUTLETS "ANSI 7 FLOW" DRAIN BRANCH PIPING MIN. SIZE"ANSI 15 FLOW" @ 6 FPS JJ PIPE SIZE CRITERIA (FPS)Pressure88ANSI 5ANSI 15 IF NO WEIR OVERFLOW TO POOL,A SKIMMER MUST BE USED IN SPA SURFACE SKIMMERx(1) MIN PER 800 SFxSUCTION MIN SIZE "ANSI 15 FLOW" @ 6 FPSxMAY BE OMITTED IF "NEGATIVE EDGE" OROTHER WEIR USED OPTIONAL VACUUMFITTING MUSTHAVE SPRINGLOADED COVER DIRECTIONAL WALLRETURN (TYP)MIN (1) PER 300 SF SPA WEIRNOTE: CONT. (3) #3 STEEL OFSPA BEAM VERTICALLY DOWN& UNDER THE ELEVATION OFTHE SPA WEIR SWIMOUT WHEN POOL DEPTH EXCEEDS 5 FT #8 AWG SOLID COPPERBOND WIRE AROUNDPOOL / SPA 4"-6" BELOWSUBGRADE 18"-24" FROMSHELL & BONDED @ (4)POINTS MIN TO POOLPER "ALTERNATIVEMEANS" NEC680.26(B)(2)(b) INSTALLAFTER BACKFILL &COMPACTION R REC I R C R T N S P L I T A N S I 1 5 F L O W @ 8 F P S VAC U U M S U C T I O N SPA S U C T I O N A N S I 5 F L O W @ 8 F P S RECIRCULATION RETURNSMIN SIZE "ANSI 15 FLOW"@ 8 FPS SPA J E T S U P P L Y ( A U X . ) A N S I 5 F L O W @ 8 F P S SPA S U P P L Y ( A U X . ) A N S I 5 F L O W @ 8 F P S MAIN D R A I N A N S I 1 5 Fl o w @ 6 F P S ANS I 5 F L O W @ 8 F P S SKI M M E R S U C T I O N MIN S I Z E "AN S I 1 5 F L O W " @ 6 F P S SKIMMER SUCTION MIN SIZE"ANSI 15 FLOW" @ 6 FPS SEE ANSI 5 FOR STEPREQUIREMENTS - MIN240 SQ IN, MAX 12"RISERS TO 4FT WD SUN SHELF ASTOP STEP MAX 12"DECK TO SHELF STEP REQ'D ON SPA BENCHUNLESS RAISED 12" OR MOREFROM DECK Suction86 DRAINDRAINAIDRBRANCHHMMIN. SIZEMMIN SIZE"ANSI 15FLOW" @ ()x SIZE "ANSSUCTION MIN x TED IF "NETED IF MAY BE OMITTMAY BE OMITT DR USEDOTHER WEIR OPTIONAL VACUUMCUUMFITTING MUSTG DIRECTIONAL WALLRETURN (TYP)MIN (1) PER 300 SF #8BOPOSUSHPOPEME68AFCO @ 8 F P S RTN S P L I T PLIT A N S I 1 5 F LOFLOW W ON S FPS SKI M M E R S U C T I O CTI O N MIN S I Z E SIZE "AN S I 1 5 F L O FLO W " @ 6 @ 6 F P S SR SUCTIONOUTLETS"ANSI 7 FLOW" PIPE 1" 1-1/2" 2"2-1/2"3" 4" 6" 6 FPS 16 38 6390138238 541 8 FPS 22 51 84120185318 721 PIPE FLOW AT GIVEN VELOCITY (GPM) "ANGLE OF REPOSE"OR SEE CONTRACTOR PLAN x "ANSI 7 FLOW": DETERMINED ONLY BYTDH CALC (E.G. MAX POTENTIAL FLOW)x "ANSI 15 FILTRATION FLOW": 6 HRTURNOVER, MIN 36 GPMx"ANSI 15 AUXILIARY FLOW": GREATEROF SPA JET OR OTHER FEATURE FLOWx"ANSI 5 FLOW": 12 HR TURNOVER OROTHER "ESTIMATED/ DESIGN" FLOW FBC NO LONGER REQUIRES EXCAVATIONS OUT OF THE "ANGLE OF REPOSE PLUS 1 FT". THE CURRENT REQUIREMENT IN 7TH ED (2020) FBC, SECTION 1804.1 STATES THAT "EXCAVATIONS SHALL NOT REMOVE VERTICAL OR LATERAL SUPPORT FROM ANY FOUNDATION." THEREFORE THE FOLLOWING IS REQUIRED: COMPLIES WITH7TH ED. (2020) FBC,ALL VOLUMES 1. WHEN THE POOL DECK DISTANCE IS EQUAL TO OR GREATER THAN WATER DEPTH, NO MITIGATION OF THE SHELL STRUCTURE IS REQUIRED , AND NO SHORING OR FOUNDATION SUPPORT INITIALLY REQUIRED. 2. WHEN THE POOL DECK DISTANCE IS LESS THAN THE WATER DEPTH, THE ENGINEER SHALL PROVIDE A MITIGATION SPECIFICATION, EITHER TO PROTECT THE FOUNDATION DURING EXCAVATION OR STRENGTHEN THE SHELL FROM STRUCTURE LOADS. 3. IF DURING EXCAVATION, SOIL CONDITIONS APPEAR TO LEAD TO LOSS OF FOUNDATION SUPPORT, THE CONTRACTOR SHALL CEASE EXCAVATION AND CONTACT THE ENGINEER FOR MITIGATION SPECIFICATIONS. 4. IF AFTER EXCAVATION THE CONTRACTOR OR INSPECTOR FIND A LOSS OR THREATENED LOSS OF SOIL SUPPORT AT THE FOUNDATION, CONTACT THE ENGINEER FOR A MITIGATION SPECIFICATION. SHEET SHEET OF CKD BY:VERSION:PROJ. NO.:3990 SR 64 E.Bradenton, FL 34208Office: 941-749-0311C.A. 27189KIMESENGINEERING©2020 Kimes Engineering and Management Services, Inc.This drawing is the property of Kimes Engineering and Management Services, Inc. & is not tobe reproduced or copied in whole or in part. It is only for the project & site specificallyidentified herein & is not to be used on any other project. It is to be returned upon request.DWG BY:DRAWING:DESCRIPTIONREV. DATE\\kimessrv\Company Shared Docs\2020 FBC 7TH ED\2020 FBC KE Std Eng - r5.dwgORIG. DWG: 17"x11" (ANSI B)TYPICAL PLAN & SECTIONSFOR RESIDENTIAL POOL/SPAKE_RSTD MCM JKK 01-Jan-2121-Dec-20S1 12 NOTES:x THIS PLAN IS SCHEMATIC & PIPING SHALLBE CONNECTED TO PROVIDE AFUNCTIONING SYSTEM.x POOL PIPING SHALL HOLD A STATICWATER OR AIR PRESSURE NOT LESSTHAN 35 PSI FOR 15 MINUTES, PERR4501.12.1xPOOLS SHALL HAVE PUMPS SELECTED TOPROVIDE MINIMUM 12 HR. TURNOVER &MAXIMUM 6 HOUR TURNOVER.x DETERMINE PIPE SIZING FROM ATTACHEDANSI WORK SHEETS.x SPA PIPING DETERMINED FROMATTACHED WORK SHEETS.x DUAL MAIN DRAINS SHALL HAVE AMINIMUM SEPARATION OF 3 FT, UNLESSONE IS LOCATED ON A VERTICAL WALLOR A SINGLE UNBLOCKABLE DRAIN ISUSED.x ALL SUCTION COVERS SHALL MEETANSI/APSP/ICC-16 2017xALL PIPING SHALL BE NSF-PW APPROVED& MEET THE REQUIREMENTS OF 7TH ED.(2020) FBC.x ELECTRICAL EQUIPMENT, WIRING, &INSTALLATION SHALL CONFORM TO THE1)3$ 201EDITION. x BONDING OF POOL STEEL & LIGHT TOFOOTING STEEL SHALL BE CONTINUEDTO & INCLUDE ALL PUMPS & HEATERS.x TEMPORARY FENCING SHALL BEINSTALLED & MAINTAINED UNTILPERMANENT CHILD SAFETY FEATURESARE INSTALLED.x THERE SHALL BE A PASSING ELECTRICAL& CHILD SAFETY FINAL INSPECTIONPRIOR TO FILLING THE POOL OR SPAWITH WATER.x POOL SHALL MEET THE APPLICABLECRITERIA IN ANSI/APSP 3,4,5,6, 7 & 15STANDARDS ADOPTED IN 7TH ED. (2020)FBCxREGARDLESS OF THE CRITERIA HERE,THE PROJECT SHALL COMPLY WITH ALLSECTIONS OF THE 7TH ED. (2020) FBC -RESIDENTIAL, BUILDING, MECHANICAL,PLUMBING & GAS CODES, ASAPPLICABLE RESPECTIVELY & AMENDED. SEE INFORMATION ATTACHED TO THISPERMIT PACKAGE FOR SITE SPECIFICDETAILS SHOWINGANSI 7 & 15 AND FBC COMPLIANCE SCALE: N.T.S. PROXIMITY TO STRUCTURE2 SCALE: N.T.S. TYPICAL RESIDENTIAL POOL / SPA SCHEMATIC PLAN1 (;3,5(695NOTE TO REVIEWER:DETAILED TDHCALCULATIONS AREREQUIRED TODETERMINE ANSI 7-SUCTION ENTRAPMENTCOMPLIANCE )2586( IN: DUVAL COUNTY %< AQUA DESIGN JAX, LLCDIGITAL SIGNATURE INDEX SHEET FOR SHTS S1 S2 PER RULE 61G15-23.001(4)(b), F.A.C. This item has been electronically  Signed and sealed by J. Kent Kimes,  PE on date & time stamp shown  using a Digital Signature.  Printed  copies of this document are not   considered signed and sealed and  the signature must be verified on   any electronic copies.  Digitally signed by James K Kimes DN: c=US, o=Kimes Engineering and Management Services Inc, ou=A01410D00000171D188C40C0 0009AEF, cn=James K Kimes Reason: I am approving this document Date: 2021.09.13 15:50:49 -04'00' Adobe Acrobat version: 2021.005.20060 By Toni Gindlesperger at 9:28 am, Sep 12, 2022 By Mike Jones at 8:29 am, Sep 13, 2022 POOL WALLS USE MIN. 6" 4,000 PSICONCRETE W/ #3 REINFORCING STL.PLACED @ 12"x12" O.C.E.W. TIED EVERYOTHER CROSSING W/ 2-1/2" MIN.CLEARANCE EXTERNAL BONDING LUG FROM "LISTED" J-BOXWHEN PROVIDED. BONDED WITHIN J-BOX. #8 AWG BONDWIRE TO ALL POOLEQUIP. CAPABLEOF BONDING JUNCTION BOXOUTSIDE OF DECK(TYP.) GROUNDING/ BONDING WIRE TOEXIT J-BOX PASSINGTHROUGHTRANSFORMER TOELECTRICAL PANEL NOTE: CONTRACTOR SHALL VERIFYOVERHEAD POWER LINE CLEARANCE &UNDERGROUND WIRE DISTANCE PERNEC 680.8 & 680.10 CRUSHEDSHELL ORGRAVEL FORDEWATERING HYDROSTATIC RELIEF MAY BE A"DEADLINE" OR PLUG IN SLOTTEDPIPE IN BOTTOM OF SUMP ENSURE SOILS ARE FREE OF ORGANICS,COMPACTED TO 95% PROCTOR PER ASTM D-1557 D POOL DECK W/ NON-SLIP FINISHSLOPED 2%-4% AWAY FROM POOL MAIN DRAIN TO PUMPSEE PLAN VIEW FOR DEPTHAT MAIN DRAINHYDROSTATIC RELIEF DEVICE SUMP PER ANSI/APSP/ICC-16 2017 W/ TESTED,LISTED, AND LABELED MAIN DRAIN COVER1'-0"MIN.MIN. 4'-0" CLR. 8" MIN ABV. GRADE 18"MIN.15"MAX.INSTALL #8 AWG WIREEQUIPOTENTIAL BONDINGLOOP, 4"-6" BLW. SUBGRADE,18"-24" FROM POOL, BONDED@ (4) PTS. TO POOL SHELLPER NEC 680.26(B) WALLINLET WL (3) #3 REBAR BUNDLED AT RIM OF POOL& SPA. CONT. #3 STL. OF SPA BEAMVERT. DOWN & UNDER ELEV. OF SPAWEIR. [OPTION:] CONTRACTORS MAYCHOOSE TO USE (3) #3 BARS WITHINTOP OF BEAM SPACED 1" APART + OR - 3/4" CONDUIT W/ LUMINARY WIRINGHARNESS THAT INCLUDES GROUNDWIRE INTERNAL BOND LUG IN NICHE W/ INSUL #8SOLID OR STRANDED WIRE TO J-BOX WHENREQD BY BLDG. OFFICIAL 6"GLAZEDTILE UNDERWATER LIGHT 18" MIN. BLW.NORMAL WATER LEVEL (TYP)NOTE: NEW NICHELESS, POOLLIGHT PRODUCTS THAT HAVE NOBONDING REQMTS MAY BE USED 3/8" SMOOTH SLIP RESISTANTFINISH TO COVER WALLS,FLOOR, STEPS & SUMP OPTIONAL VACUUM LINE & FITTINGW/ SPRING LOADED COVER 3'-0" M I N OR 1 IN W A L L SUCTION OUTLETS W/ANSI/APSP/ICC-16 2017ANTI-ENTRAPMENT COVER, (2)REQD OR (1) UNBLOCKABLEDRAIN ANSI 15 BRANCH PIPE SIZEMIN AT 6 FPS AT FLOW BY:x MAX 6 HOUR TURNOVER SUMP PERANSI/APSP/ICC-16 2017OR COVER MFR. SPECS TRUNK SUCTION PIPE SIZEMIN AT 6 FPS ANSI 15 FLOW MAIN DRAINS MAY BEOMITTED ENTIRELY MIN. 6" CONCRETESHELL & STEELACCORDING TOSTANDARDSPECIFICATIONS SHOOT TOUNDISTURBEDEARTH BENCH OR OTHER METHODREQUIRED WHEN WATERDEPTH EXCEEDS 5 FT REQD. GREATER THAN5 FT WDOPTIONAL OTHERWISEMAX 20"MIN 12" MAY VARY PLACE FOOTING STRUCTUREON UNDISTURBED EARTHMEETING 2,000 PSF ORCOMPACTED FILL MEETING95% MODIFIED PROCTOR THIS DETAILCOMPLIES WITHBOTH 7TH ED.(2020) FBCCHAPTER 454.2.1.18& ANSI / APSP /ICC-5 2011 &CONTAINS ALLRELATEDREQUIREMENTSSTATED IN THOSECODES. 8"1'-0"6" 3" L VERT. W/MIN. (2) #3 BARSCONT. @ TOP #3 BARS @12"O.C. HORIZ.,TYP. U.N.O.1.5x(d)(d)(d) FRAMEFINISHEDPOOLSURFACE SPECIFIED PVC PIPE SIZE (d)MIN. SUMP DEPTH 1.5x(d)MIN. LEDGE DEPTH (d)-OR -FOR FIELD BUILT SUMPS SEE PRODUCTINSTALLATION INSTRUCTIONS DRAIN COVERS & SUMPS a.k.a.SUCTION OUTLET FITTINGASSEMBLIES (SOFA)ANSI/APSP/ICC-16 2017xFOLLOW THE PRODUCT SPECIFICATIONSAND/OR INSTALLATION INSTRUCTIONSFOR MIN./MAX. SUMP DIMENSIONS, DRAINCOVER/GRATE, AND FRAME FASTENINGMEETING MFGR'S SOFA CERTIFICATION.x DO NOT USE POWER TOOLS TO INSTALLFASTENERSxFIELD MODIFICATIONS TO ANY SOFA NOTAUTHORIZED BY MFGR INSTALLATIONINSTRUCTIONS SHALL VOID THE SOFACERTIFICATIONxHAND CHECK COVER/GRATE SNUGNESSTO SUMP/FRAME AFTER INSTALLATIONxSOFA COMPONENTS HELD IN PLACE BYINTERIOR FINISH OF THE POOL SHALL BEFREE OF DETERIORATION AND VOIDS NOTE: THIS DETAIL IS FOR MAX 6 FT DEEP SOILSUPPORTED POOL SHELLS- SEE SUPPLEMENTALSPECIFICATIONS FOR DEEPER STRUCTURES,LOAD SURCHARGE STRUCTURES, ORAPPURTENANT STRUCTURES COMPLIES WITH7TH ED. (2020) FBC,ALL VOLUMES SHEET SHEET OF CKD BY:VERSION:PROJ. NO.:3990 SR 64 E.Bradenton, FL 34208Office: 941-749-0311C.A. 27189KIMESENGINEERING©2020 Kimes Engineering and Management Services, Inc.This drawing is the property of Kimes Engineering and Management Services, Inc. & is not tobe reproduced or copied in whole or in part. It is only for the project & site specificallyidentified herein & is not to be used on any other project. It is to be returned upon request.DWG BY:DRAWING:DESCRIPTIONREV. DATE\\kimessrv\Company Shared Docs\2020 FBC 7TH ED\2020 FBC KE Std Eng - r5.dwgORIG. DWG: 17"x11" (ANSI B)TYPICAL SECTIONSFOR RESIDENTIAL POOL/SPAKE_RSTD MCM JKK 01-Jan-2121-Dec-20S2 22 NOTES:x APPROVED PRODUCT SPECIFICATION MAYDIFFER FROM FIELD BUILT SUMPSSHOWN ON THIS PAGE ADDITIONAL STRUCTURAL NOTES:x USE MINIMUM ASTM A815 GRADE 40 STEELxLAP #3 BARS MINIMUM 15"x LAP #5 BARS MINIMUM 25"x 6" SHELL THICKNESS AND 2-1/2"CONCRETE COVERAGE ARE MINIMUMSxUSE 4,000 PSI CONCRETExCONTRACTOR / OWNER REQUIRED TO:xx CONTACT ENGINEER IF POOL NOTPLACED ON UNDISTURBED ANDDE-WATERED EARTH THAT CAN MEET2,000 PSF BEARING CAPACITY.xx WHEN BURIED DEBRIS ISENCOUNTERED OR QUESTIONABLECONDITIONS ARE INDICATED AT THEWORK SITE PRIOR / DURINGCONSTRUCTION, A SUBSURFACECONSULTANT SHALL CONDUCTBORING(S) IN THE AREA OF THE POOLTO CONFIRM SOIL BEARING CAPACITY,CLEAR OF BURIED DEBRIS, &VERIFYING GROUND WATER LEVELxxALL MODIFIED SOILS & EARTH FILLUNDER PERSPECTIVE POOL AREASHALL MEET A SOIL DENSITY ANDCOMPACTION MINIMUM OF 95%MODIFIED PROCTOR WITHOUTSETTLEMENT. SCALE: N.T.S. POOL DEEP END SECTION1 (;3,5(695SCALE: N.T.S. BENCH SECTION3 SCALE: N.T.S. BRANCH PIPING4 SCALE: N.T.S. POOL BEAM 8"x12" OPTION5 NOTE: THIS DETAIL IS FOR MAX 6 FT DEEP SOILSUPPORTED POOL SHELLS- SEE SUPPLEMENTALSPECIFICATIONS FOR DEEPER STRUCTURES,LOAD SURCHARGE STRUCTURES, ORAPPURTENANT STRUCTURES SCALE: N.T.S. FIELD BUILT SUMP2 SEE DIGITAL SIGNATURE ON INDEX SHT S1 )2586(,1: DUVALL COUNTY %< AQUA DESIGN JAX, LLC