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(4%G#(G&G).&.%H$%.."&24"&*$G$H#G$4%&,8.($2$(#G$4%,+1+ $2&#2G."&.Y(#K#G$4%&G).&(4%G"#(G4"&4"&$%,8.(G4"&2$%!&#&34,,&4"G)".#G.%.!&34,,&42&,4$3&,L884"G&#G&G).&24L%!#G$4%R&(4%G#(G&G). .%H$%.."&24"&#&*$G$H#G$4%&,8.($2$(#G$4%+GI8$(#3&83#%&X,.(G$4%,&24"".,$!.%G$#38443Z,8# *(* MSS T1O00O0_ 3$*$G,&4%&,G"L(GL".&#!!.! [T0B&7;Q&.!&2'( !5H+&'IV ()S!+&'IV !#G.V 8"$%G.!V ,(#3.V 00O*PfO0_ 00O*PfO0_ #,&%4G.! ".K$,$4%,V!#G.V !$H$G#3&,$H%#GL".&$%!.Y ,)..G&24"&,)G&,0&X&,[ 8."&"L3. 70H01O[U+TT0DEFD\FR&2+#+(+ 127(725(9,(:(5'(7$,/('7'+&$/&8/$7,216$5( 5(48,5('72'(7(50,1($16,&203/,$1&(7+,6'2&80(179$/,'21/<0217+6)520'$7(6,*1('!"!#$%&'(&)#%&*#)+ &,-&#./'01+ POOLDEEP END SECTION SCALE: N.T.S. SUMP SECTIONS PERASME A112.19.8-2007 SCALE: N.T.S. NOTES:DMIN.1.5(D)MIN.DDMIN.D MIN.DMIN.DMIN.DMIN.1.5(D)MIN.D1.5(D)MIN.D MIN. D 1.5(D)MIN.D BA CDDMIN.1.5(D)MIN.DDMIN.D MIN.DMIN.DMIN.DMIN.1.5(D)MIN.DD MIN. D 1.5(D)MIN.D BA CD W.L. 4" DECK W/ NON-SLIPFINISH SLOPED AWAYFROM POOL 2%-4% (TYP) POOL WALLS USE MIN. 6" 4,000 PSI CONCRETE W/ #3REINFORCING STL. PLACED @ 12"x12" O.C.E.W. TIEDEVERY OTHER CROSSING W/ 2-1/2" MIN. CLEARANCE EXTERNAL BONDING LUGFROM "LISTED" J-BOXWHEN PROVIDED.BONDED WITHIN J-BOX. INSTALL #8 AWG WIREEQUIPOTENTIAL BONDINGLOOP, 4"-6" BLW. SUBGRADE,18"-24" FROM POOL, BONDED@ (4) PTS. TO POOL SHELLPER NEC 680.26(B)(2)(b) 3/4" CONDUIT W/ LUMINARY WIRINGHARNESS THAT INCLUDES GROUND WIRE INTERNAL BOND LUG IN NICHE W/ INSUL #8 SOLID ORSTRANDED WIRE TO J-BOX WHEN REQD BY BLDG.OFFICIAL MAIN DRAIN TOPUMP HYDROSTATIC RELIEF DEVICE-WHEN REQUIRED- SUMP PER ASME A112.19.8*2007 W/VGB COMPLIANT DRAIN COVER.15"MAX.1'-6"MIN.#8 AWG BONDWIRE FROM POOLTO FTG (3) #3 REBAR BUNDLED AT RIM OFPOOL & SPA. CONT. #3 STL. OF SPABEAM VERT. DOWN & UNDER ELEV. OFSPA WEIR. [OPTION:] CONTRACTORSMAY CHOOSE TO USE (3) #3 BARSWITHIN TOP OF BEAM SPACED 1"APART + OR -#8 AWG BONDWIRE TO ALL POOLEQUIP. CAPABLEOF BONDING JUNCTION BOX OUTSIDEOF DECK (TYP.)GROUNDING / BONDINGWIRE TO EXIT J-BOXPASSING THROUGHTRANSFORMER TOELECTRICAL PANEL #8 AWG COPPER TOPOOL BONDINGSYSTEM OR DIRECTLYTO BOND WIRE BOND CONNECTION(TYP.) NOTE:CONTRACTOR SHALL VERIFY FOREA. PROJECT OVERHEAD POWERLINE CLEARANCE &UNDERGROUND WIRE DISTANCEPER NEC 680.8 & 680.10 6" GLAZED TILE CRUSHEDSHELL ORGRAVEL FORDEWATERING 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 HYDROSTATIC RELIEF MAY BE A"DEADLINE" OR PLUG IN SLOTTEDPIPE IN BOTTOM OF SUMP x MAY OMIT IF LISTED COVER DOCUMOTHER CLEARANCE TO SUCTION PGENERAL NOTES:a. D = INSIDE DIA. OF PIPEb. ALL DIMENSIONS SHOWN ARE MINIMUMS.c. ALL HIDDEN LINES INDICATE SUGGESTED SUMP CONFIGURATIONS. GENERAL NOTES:a. D = INSIDE DIA. OF PIPEb. ALL DIMENSIONS SHOWN ARE MINIMUMS.c. ALL HIDDEN LINES INDICATE SUGGESTED SUMP CONFIGURATIONS. NOTES:xFIELD BUILD SUMPS MEETING THESE CRITERIA REQD WHENMFR POTS NOT USEDxMAY OMIT IF LISTED COVER DOCUMENTATION STATESOTHER CLEARANCE TO SUCTION PIPE REQD DD 3'-0" M I N OR 1 IN W A L L SUCTION OUTLETS W/ ANSI/ASMEA112.19.8-2007 ANTI-ENTRAPMENT COVER,(2) REQD OR (1) UNBLOCKABLE DRAIN ANSI 15 BRANCH PIPE SIZEMIN AT 6 FPS AT FLOW BY:x MAX 6 HOUR TURNOVER SUMP PER ASMEA112.19.8.2007 ORCOVER 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 DETAIL COMPLIESWITH BOTH 6TH EDITION(2017) FLORIDA BUILDINGCODE CHAPTER 454.2.1.18& ANSI / APSP / ICC-5 2011& CONTAINS ALL RELATEDREQUIREMENTS STATEDIN THOSE CODES. 8"1'-0"6" 3" L VERT. W/(2) #3 BARSCONT. @ TOP #3 BARS @12"O.C. HORIZ.,TYP. U.N.O. SHEET 2 OF 2 S2 TYPICAL PLAN &SECTIONS FORRESIDENTIALPOOL/SPA MCM JKK NOTE 1. APPROVED PRODUCT SPECIFICATION MAY DIFFER FROM FIELD BUILT SUMPS SHOWN 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 not placed on undisturbed andde-watered earth that can meet 2,000 psf bearing capacity.xx When buried debris is encountered or questionableconditions are indicated at the work site prior / duringconstruction, a subsurface consultant shall conductboring(s) in the area of the pool to confirm soil bearingcapacity, clear of buried debris, & verifying ground waterlevelxxAll modified soils & earth fill under perspective pool areashall meet a soil density and compaction minimum of 95%modified proctor without settlement. INFORMATION ON THIS SHEET COMPLIES WITH 6TH ED 2017 FBC,ALL VOLUMES, INCLUDING 2017 FBC ENERGY CONSERVATION CODE TYPICAL RESIDENTIAL BENCH SECTION SCALE: N.T.S. POOL BEAM (8"x12" OPTION) SCALE: N.T.S. 2017 6th ED FBC NOTE: THIS IS ONLY GOOD FOR MAX 6 FT DEEP SOIL SUPPORTED POOLSHELLS- SEE SUPPLEMENTAL SPECIFICATIONS FOR DEEPER STRUCTURES,LOAD SURCHARGE STRUCTURES, OR APPURTENANT STRUCTURES 05-11-19 3990 SR 64 E., Bradenton, FL 34208Office: 941-749-0311, Fax: 941-746-7391 kent@kimesengineering.com P.E. 33678, C.A. 27189 ©20 Kimes Engineering & Management Services, Inc.This drawing is the property of Kimes Engineering & Management Services, Inc. & is not to bereproduced or copied in whole or in part. It is only for the project & site specifically identified herein & isnot to be used on any other project. It is to be returned upon request. DWG. BY: CHKD. BY: DATE: PRINTED: SCALE: 11-May-19 11-May-19 AS NOTED REVISIONS:DATE: 12 A B 12 ORIG. DWG: 17"x11" (ANSI B)\\KIMESSRV\Company Shared Docs\2017 FBC 6TH ED\2017 FBC KE Std Eng Esign 5-11-19.dwgLIMITS ON STRUCTURE ADDED SEE DIGITAL SIGNATURE ON INDEX SHEET 1 7+,6'2&80(179$/,'21/<0217+6)520'$7(6,*1('606 COASTAL OAK LN AQUA DESIGN