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671 AMBERJACK LN POOL24-0045 S1 S2 S38'-0"6"6"6"6" 1'-5 3/8" DECK HANDHOLD OUT OF REACH4'-3"5'-0"HH 11 3/8" HANDHOLD WITHIN REACH 6" RAISE IN STD PAVER DECK 12" RAISE IN STD PAVER DECK TYPICAL POOL SHELL HANDHOLD 7 1/2" WD 1'-0"6 5/8" WD 1'-0"1'-0"5" WD 4" CONC DECK STD 2 3/8" PAVER 1 1/2" TRAV MIN 240 SQ IN16"16" MIN 240 SQ IN MIN 240 SQ IN MIN 240 SQ IN2'-1"R1'-0 1 / 2 "R1'-6"1'-6"1'-10"2'-7"12"18 1/2"W.D.MAX24"2 3/8" SPA DECK 12"MAX3"24"SPA DECK SPA BENCH SPA STEP REQUIRED 2 3/8" 3"8"SPA BENCH 1'-4"DECK TOBENCHTDH CALCULATIONS SIMPLIFIED OR DETAILED MAX SYSTEM FLOW MAX SPD PUMP CURVE MAX SYSTEM FLOW BY TDH CALCULATION SHEET SHEET OF CKD BY:VERSION:PROJ. NO.:1925 Worth Ct.Bradenton, FL 34211Office: 941-749-0311C.A. 27189KIMESENGINEERING©2024 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\D-Drive\COMPANY SHARED TWO\00 MASTER RESIDENTIAL PROJECT TOOLS\2023 FBC Frequently used CADs\2023 FBC KE S1 S2 S3 r2.dwgORIG. DWG: 17"x11" (ANSI B)TYPICAL PLAN & SECTIONSFOR RESIDENTIAL POOL/SPA2023 FBC JW JKK 01-Jan-2401-Jan-24S1 1 3THIS DOCUMENT VALID ONLY 12 MONTHS FROM DATE SIGNEDRESIDENTIAL POOL AND SPA PLAN REVIEW CHECKLIST FOR CRITICAL SAFETY CODE REQMTS HANDHOLDS REQUIRED HANDHOLD(S) PROVIDED WHEN REQUIRED AT RAISED DECK AREAS MORE THAN 12 INCH FROM WATER LINE AND WATER DEPTH MORE THAN 4 FEET FOR LENGTH OF 8 FEET. [2011 ANSI/APSP-5, 17.1] ON PAVER COPING A 6" RISE STILL HAS HANDHOLD ON CONCRETE OVER POUR MORE THAN 5" RISE IS OUT OF REACH FOR HANDHOLD. SPA STEP REQUIRED UNLESS A SPA IS RAISED 12” OR MORE FROM DECK, A SPA STEP IS REQUIRED ON THE BENCH FOR THE MAXIMUM 12” FROM DECK TO ENTRY.[2014 ANSI/APSP-3, 5.6.1] SUN SHELF AS FIRST STEP MAXIMUM 12” DECK TO SUN SHELF AS 1ST STEP, LIMITS WATER DEPTH UNLESS ADDED STEP ON SHELF. [2011 ANSI/APSP-5, 6.2.2] WHEN POOL WATER CLOSER THAN 5 FT WINDOWS, DOORS OR OTHER GLASS WITHIN 5 FT OF WATER'S EDGE: MUST HAVE MANUFACTURER'S DESIGNATION OF SAFETY GLAZING AND BE VISIBLY MARKED ALL FIXED METAL PARTS WITHIN 5 FT HORIZONTAL OR 12 FT VERTICAL- DOOR AND WINDOW FRAMES, CAGE AND FENCE STRUCTURES, STATIONARY EQUIPMENT, METAL AWNINGS- SHALL BE BONDED UNLESS PERMANENT BARRIER ENERGY CODE REQUIREMENTS RESTATED: 1. GAS HEATER ELECTRICAL FEED SHALL BE THROUGH GFCI. 2. 4X PIPE DIAMETER STRAIGHT PIPE REQUIRED STRAIGHT INTO PUMP, 8" FOR 2" FITTING, 10" FOR 2.5" FITTING. 3. MIN 18" STRAIGHT PIPE REQUIRED AFTER FILTER AND BEFORE HEATER, IF HEATER PROVIDED.SCALE: N.T.S. HANDHOLDS REQUIRED1 SCALE: N.T.S. EXAMPLE 240 SQ IN STEP DIMENSIONS2 PLAN REVIEWER AND INSPECTOR MUST VERIFY SUCTION OUTLET COVER RATED FLOW GREATER THAN DETAILED TDH CALCULATION AT MAXIMUM PUMP SPEED OR AT LEAST EXCEEDS MAXIMUM FLOW OF PUMP CURVE AND PARTICULARLY VERIFY SIDEWALL SUCTIONS AND RATED "WALL" FLOWS IF TDH USED TO SHOW SOFA COMPLIANCE, FLOW VERIFICATION REQUIRED AT FINAL. SCALE: N.T.S. SUN SHELF AS 1ST STEP5SCALE: N.T.S. 12" RAISED SPA NO STEP3 SCALE: N.T.S. 8" RAISED SPA STEP REQD.4 ANSI 7 SUCTION ENTRAPMENT SAFETY COMPLIES WITH 2023 8TH ED. FBC, ALL VOLUMES EXAMPLE SIMPLE OR DETAILED TDH 671 AMBERJACK LNLACOUR CONSTRUCTION OFFSET DEPTHCOMPLIANCE PRESUMED WHEN OFFSET = WATER DEPTH W.L. OFFSET DEPTHCOMPLIANCE PRESUMED WHEN OFFSET = WATER DEPTH W.L. DRAIN BRANCH MIN. SIZE "ANSI 15 FLOW" @ 6 FPS (4) PIPE DIA. MIN. STRAIGHT PIPE SIZED BY "ANSI 15 FLOW" @ 6 FPS MIN. 18" STRAIGHT (HORIZ. OR VERT.) FOR FUTURE SOLAR PRIOR TO HEATER MIN. FILTER SIZE @ "ANSI 15 FLOW" PUMP SIZED BY ANSI 15 SELECTED FROM APSP LISTING AT "ANSI 15 FILTRATION FLOW" (AT LOW SPEED) SUCTION OUTLETS "ANSI 7 FLOW" DRAIN BRANCH PIPING MIN. SIZE "ANSI 15 FLOW" @ 6 FPS J J PIPE SIZE CRITERIA (FPS) Pressure 8 8 ANSI 5 ANSI 15 IF NO WEIR OVERFLOW TO POOL, A SKIMMER MUST BE USED IN SPA SURFACE SKIMMER ·(1) MIN PER 800 SF ·SUCTION MIN SIZE "ANSI 15 FLOW" @ 6 FPS ·MAY BE OMITTED IF "NEGATIVE EDGE" OR OTHER WEIR USED OPTIONAL VACUUM FITTING MUST HAVE SPRING LOADED COVER DIRECTIONAL WALL RETURN (TYP) MIN (1) PER 300 SF SPA WEIR NOTE: CONT. (3) #3 STEEL OF SPA BEAM VERTICALLY DOWN & UNDER THE ELEVATION OF THE SPA WEIR SWIMOUT WHEN POOL DEPTH EXCEEDS 5 FT #8 AWG SOLID COPPER BOND WIRE AROUND POOL / SPA 4"-6" BELOW SUBGRADE 18"-24" FROM SHELL & BONDED @ (4) POINTS MIN TO POOL PER "ALTERNATIVE MEANS" NEC 680.26(B)(2)(b) INSTALL AFTER BACKFILL & COMPACTION R RE C 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 VA C U U M S U C T I O N SP A S U C T I O N A N S I 5 F L O W @ 8 F P S RECIRCULATION RETURNS MIN SIZE "ANSI 15 FLOW" @ 8 FPS SP A 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 SP A 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 F l o w @ 6 F P S AN S I 5 F L O W @ 8 F P S SK I M M E R S U C T I O N MI N 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 STEP REQUIREMENTS - MIN 240 SQ IN, MAX 12" RISERS TO 4FT WD SUN SHELF AS TOP STEP MAX 12" DECK TO SHELF STEP REQ'D ON SPA BENCH UNLESS RAISED 12" OR MORE FROM DECK Suction 8 6 SUCTION OUTLETS "ANSI 7 FLOW" PIPE 1" 1-1/2" 2" 2-1/2" 3" 4" 6" 6 FPS 16 38 63 90 138 238 541 8 FPS 22 51 84 120 185 318 721 PIPE FLOW AT GIVEN VELOCITY (GPM) "ANGLE OF REPOSE" OR SEE CONTRACTOR PLAN ·"ANSI 7 FLOW": DETERMINED BY TDH CALC OR END OF PUMP CURVE AT MAX SPEED ·"ANSI 15 FILTRATION FLOW": 6 HR TURNOVER, MIN 36 GPM ·"AUXILIARY FLOW": DESIRED EFFECT ·"ANSI 5 FLOW": 12 HR TURNOVER OR OTHER "ESTIMATED/ DESIGN" FLOW FBC NO LONGER REQUIRES EXCAVATIONS OUT OF THE "ANGLE OF REPOSE PLUS 1 FT". THE CURRENT REQUIREMENT IN 8TH ED (2023) FBC, SECTION 1804.1 STATES THAT "EXCAVATIONS SHALL NOT REMOVE VERTICAL OR LATERAL SUPPORT FROM ANY FOUNDATION." THEREFORE THE FOLLOWING IS REQUIRED: 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.:1925 Worth Ct.Bradenton, FL 34211Office: 941-749-0311C.A. 27189KIMESENGINEERING©2024 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\D-Drive\COMPANY SHARED TWO\00 MASTER RESIDENTIAL PROJECT TOOLS\2023 FBC Frequently used CADs\2023 FBC KE S1 S2 S3 r2.dwgORIG. DWG: 17"x11" (ANSI B)TYPICAL PLAN & SECTIONSFOR RESIDENTIAL POOL/SPA2023 FBC JW JKK 01-Jan-2401-Jan-24S2 2 3 NOTES: ·THIS PLAN IS SCHEMATIC & PIPING SHALL BE CONNECTED TO PROVIDE A FUNCTIONING SYSTEM. ·POOL PIPING SHALL HOLD STATIC WATER OR AIR PRESSURE NOT LESS THAN 35 PSI FOR 15 MINUTES, PER R4501.12.1 ·POOLS SHALL HAVE FILTRATION PUMPS SELECTED TO PROVIDE MINIMUM 12 HR. TURNOVER & MAXIMUM 6 HOUR TURNOVER. ·DETERMINE PIPE SIZING FROM ATTACHED ANSI WORK SHEETS. ·SPA PIPING DETERMINED FROM ATTACHED WORK SHEETS. ·DUAL MAIN DRAINS SHALL HAVE A MINIMUM SEPARATION OF 3 FT, UNLESS ONE IS LOCATED ON A VERTICAL WALL OR A SINGLE UNBLOCKABLE DRAIN IS USED. ·ALL SUCTION COVERS SHALL MEET ANSI/APSP/ICC-16 2017 ·ALL PIPING SHALL BE NSF-PW APPROVED & MEET THE REQUIREMENTS OF 8TH ED. (2023) FBC. ·ELECTRICAL EQUIPMENT, WIRING, & INSTALLATION SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE 2020 EDITION. ·BONDING OF POOL STEEL & LIGHT TO FOOTING STEEL SHALL BE CONTINUED TO & INCLUDE ALL PUMPS & HEATERS. ·TEMPORARY FENCING SHALL BE INSTALLED & MAINTAINED UNTIL PERMANENT CHILD SAFETY FEATURES ARE INSTALLED. ·THERE SHALL BE A PASSING ELECTRICAL & CHILD SAFETY FINAL INSPECTION PRIOR TO FILLING THE POOL OR SPA WITH WATER. ·POOL SHALL MEET THE APPLICABLE CRITERIA IN ANSI/APSP 3,4,5,6, 7 & 15 STANDARDS ADOPTED IN 8TH ED. (2023) FBC ·REGARDLESS OF THE CRITERIA HERE, THE PROJECT SHALL COMPLY WITH ALL SECTIONS OF THE 8TH ED. (2023) FBC - RESIDENTIAL, BUILDING, MECHANICAL, PLUMBING & GAS CODES, AS APPLICABLE RESPECTIVELY & AMENDED. SEE INFORMATION ATTACHED TO THIS PERMIT PACKAGE FOR SITE SPECIFIC DETAILS SHOWING ANSI 7 & 15 AND FBC COMPLIANCE SCALE: N.T.S. PROXIMITY TO STRUCTURE2 SCALE: N.T.S. TYPICAL RESIDENTIAL POOL / SPA SCHEMATIC PLAN1 THIS DOCUMENT VALID ONLY 12 MONTHS FROM DATE SIGNEDCOMPLIES WITH 2023 8TH ED. FBC, ALL VOLUMES 671 AMBERJACK LNLACOUR CONSTRUCTION POOL WALLS USE MIN. 6" 4,000 PSI CONCRETE W/ #3 REINFORCING STL. PLACED @ 12"x12" O.C.E.W. TIED EVERY OTHER CROSSING W/ 2-1/2" MIN. CLEARANCE EXTERNAL BONDING LUG FROM "LISTED" J-BOX WHEN PROVIDED. BONDED WITHIN J-BOX. #8 AWG BOND WIRE TO ALL POOL EQUIP. CAPABLE OF BONDING JUNCTION BOX OUTSIDE OF DECK (TYP.) GROUNDING / BONDING WIRE TO EXIT J-BOX PASSING THROUGH TRANSFORMER TO ELECTRICAL PANEL NOTE: CONTRACTOR SHALL VERIFY OVERHEAD POWER LINE CLEARANCE & UNDERGROUND WIRE DISTANCE PER NEC 680.8 & 680.10 CRUSHED SHELL OR GRAVEL FOR DEWATERING HYDROSTATIC RELIEF MAY BE A "DEADLINE" OR PLUG IN SLOTTED PIPE IN BOTTOM OF SUMP ENSURE SOILS ARE FREE OF ORGANICS, COMPACTED TO 95% PROCTOR PER ASTM D-1557 POOL DECK W/ NON-SLIP FINISH SLOPED 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 WIRE EQUIPOTENTIAL BONDING LOOP, 4"-6" BLW. SUBGRADE, 18"-24" FROM POOL, BONDED @ (4) PTS. TO POOL SHELL PER NEC 680.26(B) WALL INLET WL (3) #3 REBAR BUNDLED AT RIM OF POOL & SPA. CONT. #3 STL. OF SPA BEAM VERT. DOWN & UNDER ELEV. OF SPA WEIR. [OPTION:] CONTRACTORS MAY CHOOSE TO USE (3) #3 BARS WITHIN TOP OF BEAM SPACED 1" APART + OR - 3/4" CONDUIT W/ LUMINARY WIRING HARNESS THAT INCLUDES GROUND WIRE INTERNAL BOND LUG IN NICHE W/ INSUL #8 SOLID OR STRANDED WIRE TO J-BOX WHEN REQD BY BLDG. OFFICIAL 6" GLAZED TILE UNDERWATER LIGHT 18" MIN. BLW. NORMAL WATER LEVEL (TYP) NOTE: NEW NICHELESS, POOL LIGHT PRODUCTS THAT HAVE NO BONDING REQMTS MAY BE USED 3/8" SMOOTH SLIP RESISTANT FINISH TO COVER WALLS, FLOOR, STEPS & SUMP OPTIONAL VACUUM LINE & FITTING W/ SPRING LOADED COVER 3'-0" M I N OR 1 I N W A L L SUCTION OUTLETS W/ ANSI/APSP/ICC-16 2017 ANTI-ENTRAPMENT COVER, (2) REQD OR (1) UNBLOCKABLE DRAIN ANSI 15 BRANCH PIPE SIZE MIN AT 6 FPS AT FLOW BY: ·MAX 6 HOUR TURNOVER SUMP PER ANSI/APSP/ICC-16 2017 OR COVER MFR. SPECS TRUNK SUCTION PIPE SIZE MIN AT 6 FPS ANSI 15 FLOW MAIN DRAINS MAY BE OMITTED ENTIRELY MIN. 6" CONCRETE SHELL & STEEL ACCORDING TO STANDARD SPECIFICATIONS SHOOT TO UNDISTURBED EARTH BENCH OR OTHER METHOD REQUIRED WHEN WATER DEPTH EXCEEDS 5 FT REQD. GREATER THAN5 FT WDOPTIONAL OTHERWISEMAX 20"MIN 12" MAY VARY PLACE FOOTING STRUCTURE ON UNDISTURBED EARTH MEETING 2,000 PSF OR COMPACTED FILL MEETING 95% MODIFIED PROCTOR THIS DETAIL COMPLIES WITH BOTH 8 TH ED. (2023) FBC CHAPTER 454.2.1.18 & ANSI / APSP / ICC-5 2011 & CONTAINS ALL RELATED REQUIREMENTS STATED IN THOSE CODES. 8"1'-0"6" 3" L VERT. W/ MIN. (2) #3 BARS CONT. @ TOP #3 BARS @ 12"O.C. HORIZ., TYP. U.N.O.1.5x(d)(d)(d) FRAMEFINISHED POOL SURFACE SPECIFIED PVC PIPE SIZE (d) MIN. SUMP DEPTH 1.5x(d) MIN. LEDGE DEPTH (d) - OR - FOR FIELD BUILT SUMPS SEE PRODUCT INSTALLATION INSTRUCTIONS DRAIN COVERS & SUMPS a.k.a. SUCTION OUTLET FITTING ASSEMBLIES (SOFA) ANSI/APSP/ICC-16 2017 ·FOLLOW THE PRODUCT SPECIFICATIONS AND/OR INSTALLATION INSTRUCTIONS FOR MIN./MAX. SUMP DIMENSIONS, DRAIN COVER/GRATE, AND FRAME FASTENING MEETING MFGR'S SOFA CERTIFICATION. ·DO NOT USE POWER TOOLS TO INSTALL FASTENERS ·FIELD MODIFICATIONS TO ANY SOFA NOT AUTHORIZED BY MFGR INSTALLATION INSTRUCTIONS SHALL VOID THE SOFA CERTIFICATION ·HAND CHECK COVER/GRATE SNUGNESS TO SUMP/FRAME AFTER INSTALLATION ·SOFA COMPONENTS HELD IN PLACE BY INTERIOR FINISH OF THE POOL SHALL BE FREE OF DETERIORATION AND VOIDS POOL SPADOUBLE STEEL MIN 6" W/O PREPLUMB MIN 12" W/ PREPLUMB SHEET SHEET OF CKD BY:VERSION:PROJ. NO.:1925 Worth Ct.Bradenton, FL 34211Office: 941-749-0311C.A. 27189KIMESENGINEERING©2024 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\D-Drive\COMPANY SHARED TWO\00 MASTER RESIDENTIAL PROJECT TOOLS\2023 FBC Frequently used CADs\2023 FBC KE S1 S2 S3 r2.dwgORIG. DWG: 17"x11" (ANSI B)TYPICAL SECTIONSFOR RESIDENTIAL POOL/SPA2023 FBC JW JKK 01-Jan-2401-Jan-24S3 3 3 NOTES: ·APPROVED PRODUCT SPECIFICATION MAY DIFFER FROM FIELD BUILT SUMPS SHOWN ON THIS PAGE ADDITIONAL STRUCTURAL NOTES: ·USE MINIMUM ASTM A615 GRADE 40 STEEL ·LAP #3 BARS MINIMUM 15" ·LAP #5 BARS MINIMUM 25" ·6" SHELL THICKNESS AND 2-1/2" CONCRETE COVERAGE ARE MINIMUMS ·USE 4,000 PSI CONCRETE ·CONTRACTOR / OWNER REQUIRED TO: ··CONTACT ENGINEER IF POOL NOT PLACED ON UNDISTURBED AND DE-WATERED EARTH THAT CAN MEET 2,000 PSF BEARING CAPACITY. ··WHEN BURIED DEBRIS IS ENCOUNTERED OR QUESTIONABLE CONDITIONS ARE INDICATED AT THE WORK SITE PRIOR / DURING CONSTRUCTION, A SUBSURFACE CONSULTANT SHALL CONDUCT BORING(S) IN THE AREA OF THE POOL TO CONFIRM SOIL BEARING CAPACITY, CLEAR OF BURIED DEBRIS, & VERIFYING GROUND WATER LEVEL ··ALL MODIFIED SOILS & EARTH FILL UNDER PERSPECTIVE POOL AREA SHALL MEET A SOIL DENSITY AND COMPACTION MINIMUM OF 95% MODIFIED PROCTOR WITHOUT SETTLEMENT.SCALE: N.T.S. POOL DEEP END SECTION1 THIS DOCUMENT VALID ONLY 12 MONTHS FROM DATE SIGNEDSCALE: 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 SOIL SUPPORTED POOL SHELLS LESS THAN 50 FT LONG- SEE SUPPLEMENTAL SPECIFICATIONS FOR DEEPER STRUCTURES, LOAD SURCHARGE STRUCTURES, OR APPURTENANT STRUCTURES SCALE: N.T.S. FIELD BUILT SUMP2 COMPLIES WITH 2023 8TH ED. FBC, ALL VOLUMESSCALE: N.T.S. SPA/POOL COMMON WALL6 671 AMBERJACK LNLACOUR CONSTRUCTION