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347 7th St POOL19-0011 Pool OnlyASPLUNDH RESIDENCE 347 7TH STREET ATLANTIC BEACH, FL 32233 00r) 19:rT I r)rAT1r)KJ -.W" - , , Z T 130 00, I I � I I Comml,jrviTY DEVELOPMENT APPROVED SHEET LIST ISSUED FOR PRICING NOT CONSTRUCTION 08-06-2018 APPLkCAAkE CODE$ AnCESSMk!, AT SL01TAL -,DfXLkWZ WT,400,lrel- 1,q �. o 'TIC 81j"-04GORPINT <N r1fK or BAw- wji BE WERM SLK>4 TI AT Tlf 8,$044 DEOM* S L! S.-4 SAV,, JREVXAgf Er 1-CXNW T -Ah TS Ex ° STftS Cli 10 7 ?7N 20 it am m Q*Ak"- vz, �TV4 _�APAIRNL roOT APP , F!K-, ro-pL-6'.,!! amKo"LOWL M-ASER Or 2 Ek_It rOR :.OAO G�EAT EQ NAN 4�, IASL E 1"M 11 tdPORTAN'T 'A" SAED RM V4 N TK 3 R E&OEW E YEE TnIR EXCE E) TjE CAKRGE, PC,'v t SCAPE A1.6F*S KSOJE RMLIAZWNTS a y HAV W. AT LE AST OAC'O, FM A OPEftf,* PER 0.0'K! OF a" 5 ',AAE FEETANO WET TC S" W-,(JR3 14TSOi7 LESS SOIMLE T07p1EEES T,F,Mu;KN%k,= AA04%CTSKm3'A1,EDGv T*iE' fWOT"`r0NAffif1 ULLIEF TWPtg PATH OF OGRE, WTk T4E F-OkGA ACCE538L TY CODE ,>OP 1 (A 11 OF T -f kOR C* b>nZ,,43 030C X, i,, '40 *-NXQGRWNO OR L:&'CQ-1fAZJ-L,7'f S Ty vtCN-,'Tf Of PROzOSED h0k-L 'A F0J'"T,10N SkRA Y &E Pt*,3r4K AND A COPY OF THE SI.RVEY SeALIL SE ON T�i - _q,'TE FOR 76C slkotC NSPECTOCd Pqoq T'' ALL PQOcCRTY VAOME RS StVLl BE EXPIMC1, AAC, A SlkNG ilk ET0,1E-n PROMMA;bKEk TO VAAYS To 'MO,WtEDSET9A0�5 vn;KtiArR.'D,1NO i> WD;w" 01 TOTA, 9 ;' RST ALAC SPACE 2 ZWX,&-UXE , , -.— ---, _At TOTAL AC SPACE 3,14? SP NOAAC-RACE ,:MA14 �b SF JrRw pogKk T SACX 0 A NO ;� Alc RS 9AIx PADC, IRE x!PEWEAaS i 5z Pom, M4 SF OWNS WAY Zhu 9r ?4D f LOOR - AW XCX SF FL'309#AR XCX le.' SF PPN7 TOTAL WE COVERAGE A t59 if TOTAL PfKMT OPERVXM LOT COVEPAGE: 491 ?VAKAWPLOT COVMAGE«Wl MARK MACCO, AIA NCARB N-.,, Del ASPLUNDH RESIaENCE TITLE SHEET ##00v AUGUST 6TH, 2018 Author Checker A 100 As fnd"te—d Scale: 1/20" ft -------------------------- L-------- liir j L 66A— M I 6 vv ----T-541 1'6" '6' B-1 7 77r-- L: ---------- -�\ --------------- - ----------- 1:30.00' �,'2"\ SITE PLAN *ALL MEASUREMENTS TO WATERS EDGE* I I � I I Comml,jrviTY DEVELOPMENT APPROVED SHEET LIST ISSUED FOR PRICING NOT CONSTRUCTION 08-06-2018 APPLkCAAkE CODE$ AnCESSMk!, AT SL01TAL -,DfXLkWZ WT,400,lrel- 1,q �. o 'TIC 81j"-04GORPINT <N r1fK or BAw- wji BE WERM SLK>4 TI AT Tlf 8,$044 DEOM* S L! S.-4 SAV,, JREVXAgf Er 1-CXNW T -Ah TS Ex ° STftS Cli 10 7 ?7N 20 it am m Q*Ak"- vz, �TV4 _�APAIRNL roOT APP , F!K-, ro-pL-6'.,!! amKo"LOWL M-ASER Or 2 Ek_It rOR :.OAO G�EAT EQ NAN 4�, IASL E 1"M 11 tdPORTAN'T 'A" SAED RM V4 N TK 3 R E&OEW E YEE TnIR EXCE E) TjE CAKRGE, PC,'v t SCAPE A1.6F*S KSOJE RMLIAZWNTS a y HAV W. AT LE AST OAC'O, FM A OPEftf,* PER 0.0'K! OF a" 5 ',AAE FEETANO WET TC S" W-,(JR3 14TSOi7 LESS SOIMLE T07p1EEES T,F,Mu;KN%k,= AA04%CTSKm3'A1,EDGv T*iE' fWOT"`r0NAffif1 ULLIEF TWPtg PATH OF OGRE, WTk T4E F-OkGA ACCE538L TY CODE ,>OP 1 (A 11 OF T -f kOR C* b>nZ,,43 030C X, i,, '40 *-NXQGRWNO OR L:&'CQ-1fAZJ-L,7'f S Ty vtCN-,'Tf Of PROzOSED h0k-L 'A F0J'"T,10N SkRA Y &E Pt*,3r4K AND A COPY OF THE SI.RVEY SeALIL SE ON T�i - _q,'TE FOR 76C slkotC NSPECTOCd Pqoq T'' ALL PQOcCRTY VAOME RS StVLl BE EXPIMC1, AAC, A SlkNG ilk ET0,1E-n PROMMA;bKEk TO VAAYS To 'MO,WtEDSET9A0�5 vn;KtiArR.'D,1NO i> WD;w" 01 TOTA, 9 ;' RST ALAC SPACE 2 ZWX,&-UXE , , -.— ---, _At TOTAL AC SPACE 3,14? SP NOAAC-RACE ,:MA14 �b SF JrRw pogKk T SACX 0 A NO ;� Alc RS 9AIx PADC, IRE x!PEWEAaS i 5z Pom, M4 SF OWNS WAY Zhu 9r ?4D f LOOR - AW XCX SF FL'309#AR XCX le.' SF PPN7 TOTAL WE COVERAGE A t59 if TOTAL PfKMT OPERVXM LOT COVEPAGE: 491 ?VAKAWPLOT COVMAGE«Wl MARK MACCO, AIA NCARB N-.,, Del ASPLUNDH RESIaENCE TITLE SHEET ##00v AUGUST 6TH, 2018 Author Checker A 100 As fnd"te—d Scale: 1/20" ft ASPLUNDH RESIDEN4 347 7TH STREET ATLANTIC BEACH, FL 32233 m DOn ICI'T I n(ATinkl 130,00, r- - - - - - - i L Lu L'i ------------ u� -4-541 aht It, DZ 'WI _L1 11 130.00' SITE PLAN *A �,LL MEASUREMENTS TO WATERS EDGE* Rev/ I2pait PUBLIC WORKS fVIAPPROVED f I DENIED f )NOT APPLICABLE TO DEPT ISSUED FOR PRICING NOT CONSTRUCTION 0&06.2018 APPLCAAE COOES �RATIWG W-Atz "T) Z'. f5 t __.z. j, T 101111114 Ti SCI -1 AL X SP k_'X v 'jzj sT_ =VERAOE 4 kil 3F FWERV_'WlLOT CCk'ZkkGZ: 4-,' 1 LOT OOVMWE�!Vj MARK MACCO. AIA NCARB Nu. Dale ASPLUNDH RESIDENCE TITLE SHEET JJ A LS UG �T 6TH,2018 Author Checker A 100 As '�_Id=lnielj Scale: 1/20" SHEET LIST 11,10 Tff�_E '_'E A -r 1 A X2 A r: J __EVAI —62 A -52" � 1_�� A ISSUED FOR PRICING NOT CONSTRUCTION 0&06.2018 APPLCAAE COOES �RATIWG W-Atz "T) Z'. f5 t __.z. j, T 101111114 Ti SCI -1 AL X SP k_'X v 'jzj sT_ =VERAOE 4 kil 3F FWERV_'WlLOT CCk'ZkkGZ: 4-,' 1 LOT OOVMWE�!Vj MARK MACCO. AIA NCARB Nu. Dale ASPLUNDH RESIDENCE TITLE SHEET JJ A LS UG �T 6TH,2018 Author Checker A 100 As '�_Id=lnielj Scale: 1/20" POOL SPECS SIZE: 141' x 235" SQFT; X13_ DEPTH: 3'6" to S' PERIMETER: 75 _ EST TOTAL GALLONS: 1500 SKIMMERS: _ (1) RETURNS: (3) wail INTERIOR MATERIAL: CLI Pebble SPECIALt TILE: Glass tile NOTES: Tile edoe of steps and benches wlth j rows of glass file accent LIGHTS IN SPA: _(1) Nicheless LED color SPA SPECS SIZE: 6'x 6' SQFT: 36 DEPTH: 36" PERIME)`ER: 24 EST TOTAL GALLONS: SPILLWAY (2j c 24'" wide RAISED HEIGHT: 18" with the SKIMMERS: NA RETURNS: (6) Therapy Sets TILE: Glass the INTERIOR MATERIAL: CLI Pebble SPECIAL: Bubbler fountain NOTES: PLUMBING RETURNS: _(2)wall SKIMMERS: (1) POOL MAIN DRAINS: Channel _Drain SRA MAIN DRAINS: (2) CLEANING SYSTEM: _NA HEADS: NA VAC LINES: Yes ROBOT VAC: Polaris 360 WATER FEATURES: Spa �lllovers SPA SPILLWAY: 2 - 24" wide LIGHTS IN POOL. (3) Nicheless LED color LIGHTS IN SPA: _(1) Nicheless LED color TOTAL PIPE: T6D SPECIAL: Auto fill, cleaner line bubbler in spa NOTES: DECK TYPE: BY OTHERS ELEVATION: TOTAL DECK SQFT: PERIMETER: RAISED BEAM: _, LIP STYLE: MATERIAL 1: MATERIAL 2: SPECIAL: NOTES: EQUIPMENT POOL PUMP: Hayward SP340OVSP 2ND PUMP: FILTRATION: Hayward Cartridge FILTER SIZE: 200 sf SwimClear HEATER: Hayward 400,000 Btu Gas INLINE: 25k gallon salt system CONTROLS: Hayward Omni Logic _. _ GAS: By others SPECIAL: Auto Fill, Polaris 360 NOTES: Owner: Asplundh Residence r State: FL Address: 347 7th Street Zip: 32233 City: Atlantic Beach Phone: 215-740-4462 Scale: 1/8" = 1 It MIIJ, 18" STRAIGHT (HORIZ. OR VERT. FOR FUTURE SOLAR PRIOR TO HEATER MIN. FILTER SIZE @ RECIRCULATION RETURNS MIN SIZE. "r J4& 15 FLOW' "AKSI 15 FLOW' @ 8 FPS ( RIPE DIA: MIN t'RAIGHT PIPE VSJBY "ANSI 15 ,c _0W',@ 6 FPS PUMP SI7s ") BY ANSI 15 -, SELECTED FROM' = PSP LISTING AT "ANSI 15 FILTt . TION FLOW" (AI LOW SPEED) COMPLIES WITH 2017 FES 6TH`"ECS, ALL V®IJIE` PIPE SIZE CRITERIA (FP:3) SKIMMER SUCTIONMIN SIZE Press ire Suction Brandi ANSI 15 FLOW' @ 6 FPS Lkal NfHEN POOL DE PTH;EXCEEES 5 FT ANSI 5' 8 8 - ANSI 15 8 6"PIT' to _ SURFACE SKIMMER MIN (1 I • (1) MIN PER 800 SF •SUCTION MIN SIZE"ANSI 15 FLOW' @ 6 FPS P • MAY BE OMITTED IF"NEGEDGE" OP, OTHER WEIR USED 4.3 AWG SOLID COPPER BOND WIRE j? r.ROUND POOL / SPA 4"0 L `LOW 3UBGRADE 18"-24" FROM S1 L�_ & ?ONDED(4 POINTS MIN"D D POOL PER " L ERNA'rIV MEANS" 680.26(8)(2)(b) NECOil P�S�It 1 -- SEE ANS; 5 FOR ST': r q U yU DRAINMI FLOW":SSE REQUIREMENTS kY k FPg "ANSI 15 FLOW' . + "ANSIFLOW": DETERMINED BY DH A(ik '4Nsl . ' 0 6 FPS 1* METHOD qty ) � OFTIONAL VAACU1. SPA WEIR `I $ ��1+ FITT NG MUST HAVE '+ / NOTE; C+°)NT. (3) #3 STEEL OF SPA • "ANSI 15 FILTRATION FLOW": 6 H F - � °�... °5 )s SPRING LOADED COVER � '�;, �,.,z:��,: �hAFIhVLF:TICALLY DOWN &UNDER TURNOVER, MIN 36 GPM FPS THE ELEVATION OF THE SPA WEIR • "ANSI 1'S AUXILIARY LQW1 GREATER OF 8 FPS �� -" _ IF NO vr-IR OVERFLOW TO POOL, PA SPA JET OR OTHER FEATURE FLOW � Jai ACTIO '=R MUST BE USED L W' •'"ANSI 5 FLOW": 12 HR TURNOVER OR OTHER ;� Ft DRAIN +l°I NCLETS "ANSI N FLOW' :�, BRAIN. EI a:ANCH PIPING MIN. SIZE "ESTIMATED; DESIGN" FLOW "ANSI I FLOW'Q 6 FPS PIPE FLOW AT GIVEN VELOCITY (Gl' PIPE 6 FPS 8 FPS 1" Ei 22 PROXIMIW TO STRUCTURE 1-1/2 38 51 2" 63 84 FBC `10 LONGED REQUIRIKS EXCAVATIONS OUT OF THE "ANGLE OF REPOSE PLUS 1 FT THE CURRENT 2-1/2" 90 119 REQUIREMENT IN 2017 FE' -C 6TH ED, SECTION -1904.1 STATES THAT "'EXCAVATIONS SHALL NOT REDUCE 3"" f38 1184 LATERAL SUPPORT FROM ANY FOUNDATION." THEREFORE THE FOLLOWING IS REQUIRED: 4" 23$ 317 1; WHEN THE POOL DECK: DISTANCE IS EQUAL Ti's OR GREATER THAN WATER` 6" 540 20 DEPTH; NO MITIGATION. OF THE SHELL STRUCTURE IS REQUIRED. _ ©FFSET 2, WHEN THE POOL DECK: DISTANCE IS EQUAL TO OR GRATER THAN THE WATER a` 'FSET DEPTH, THERE IS NO SCORING OR FOUNDATION SUPPORT INITIALLY w:� REQUIRED, w.� ` 3. WHEN THE POOL DECK DISTANCE IS LESS THAN THE WATER DEPTH, THE C,f(41PL IA I COR rILIANCE `%; FRESSUM ENGINEER SHALL PROS{IDE A MITIGATION SPE:::IFICATION, EITHER TO PROTECT PRESUMED xl I'VHEN THE FOUNDATION DURING EXCAVATION OR STRENGTHEN THE SHELL FROM WHE: t+a r CiFFSET = /\ 5?s+ ., i OFFf"sET WATER o C CPTH %fit STRUCTURE LOADS. DEPT <; 4. IF DURING EXCAVATIO>N� SOIL CONDITIONS APPEAR TO LEAD TO LOSS OF UNDISTURBED TD ' ..FOUNDATION .S.UPPOC�" THE CONTRACTOR Oil :ALL CEASE EXCAVATICA ANL? UND16YU TTO - <.EMP4 CONTACT THE ENGINE;. 1R FOR MITIGATION SP CIFICATIOINS. 5. IF AFTER EXCAVATION I HE CONTRACTOR OR 314SPECTOR FIND A LOSS OR "ANGLE OF REPOSE" THREATENED LOSS OF SOIL SUPPORT AT THE FOUNDATION; CONTACT THE OR SEE CONiTRACTOF2 FLAN ENGINEER FOR A MITIGATION SPECIFICATION. L�_ _ L - PIC/A . RE NTI�L� OO / _CHBATICk PL ION & NOTES _ SCALE: N.T.S. - — ---- -- - -- - _ NOTES: • This plan is Schematic & pi, 'ng shall be connected to provide a functioning system. • Pool piping shall hold a sta7ic: water or air pressure not less than 35 psi for 15 minute,: per 84501.12 1 • Pools shall have pumps seiected to provide minimum 12 hr. turnover & maximum 6 hcur turnover. • Determine pipe Sizing from attached work sheets. • Spa piping determined from, attached work sheets. • The dual main drains shall_ have a minimum separation of 3 ft, Lin ess one is located on the vertical wall or a single un=+lockable drain is used • All suction covers shall meat ANSI/ASME Al 12.19.8-2007 • All piping shall be NSF -PW approved & meet the r�quirements of Florida Building Code ETH Ed, 2017. • Electrical equipment, wiring, & installation shall conform to the Nvli onal Electrical Code 2014 Edition. • Bore: ing of pool steel & ligi- , to footing steel shall be continued to sK include all pumps & heaters. • Temporary fencing shall be installed & maintained until permanent child; safety features are installed, • Them shall be a passing electrical & child safety -final inspection prior to filling the pool or spa with water. • Pool shall meet the apple a )le criteria in ANSI/AP;w P 3;4,5,6,, 7 & 5 standards. • Regi:irdless of the criteria hare, the project shall comply with all set tions of the FBC 6th'E:14ion - Residential, Bui'ding, Mechanical, Plumbing & +;Sas Codes, as applicable rel , pectively & amended. 3EE INFORMATION A•ITACHED TO THIS PERMIT PACKAGE FOR SITE SPECIFIC DETAILS SHOWING ANSI 7 & 15 AND FBC COMPLIANCE INFORMATION ON THIS SHEET COMPLIES WITH 6TH EU :!0'17 FBC, ALL VOLUMES, INCLUDING 2017 F8C ENERGY CONSERVF,iION CODE C14 02018 Nimes Enginedring & Management 5ervicos, Inc This Irawing is the property of Kimes En,Iineering & Management Services. 1 repro0uc0 or copied in whole or in part. It is t rdy for the project & she specsFcalfl i tied train & is not to be used on any other .Otoject: It is to be retuned upon 1st iit�ti/1t `tsg a# DWG. BY: MGM PRINTITD1-Fe)5-1 CHKD, BY: JK _SCALE: D ECTI N F6 h 41 RESIDENTIAL 1 - _ 2 1 OR1G, OWG: 1T'x11" (ANSI Lag 11 1 _ 2 MIIJ, 18" STRAIGHT (HORIZ. OR VERT. FOR FUTURE SOLAR PRIOR TO HEATER MIN. FILTER SIZE @ RECIRCULATION RETURNS MIN SIZE. "r J4& 15 FLOW' "AKSI 15 FLOW' @ 8 FPS ( RIPE DIA: MIN t'RAIGHT PIPE VSJBY "ANSI 15 ,c _0W',@ 6 FPS PUMP SI7s ") BY ANSI 15 -, SELECTED FROM' = PSP LISTING AT "ANSI 15 FILTt . TION FLOW" (AI LOW SPEED) COMPLIES WITH 2017 FES 6TH`"ECS, ALL V®IJIE` PIPE SIZE CRITERIA (FP:3) SKIMMER SUCTIONMIN SIZE Press ire Suction Brandi ANSI 15 FLOW' @ 6 FPS Lkal NfHEN POOL DE PTH;EXCEEES 5 FT ANSI 5' 8 8 - ANSI 15 8 6"PIT' to _ SURFACE SKIMMER MIN (1 I • (1) MIN PER 800 SF •SUCTION MIN SIZE"ANSI 15 FLOW' @ 6 FPS P • MAY BE OMITTED IF"NEGEDGE" OP, OTHER WEIR USED 4.3 AWG SOLID COPPER BOND WIRE j? r.ROUND POOL / SPA 4"0 L `LOW 3UBGRADE 18"-24" FROM S1 L�_ & ?ONDED(4 POINTS MIN"D D POOL PER " L ERNA'rIV MEANS" 680.26(8)(2)(b) NECOil P�S�It 1 -- SEE ANS; 5 FOR ST': r q U yU DRAINMI FLOW":SSE REQUIREMENTS kY k FPg "ANSI 15 FLOW' . + "ANSIFLOW": DETERMINED BY DH A(ik '4Nsl . ' 0 6 FPS 1* METHOD qty ) � OFTIONAL VAACU1. SPA WEIR `I $ ��1+ FITT NG MUST HAVE '+ / NOTE; C+°)NT. (3) #3 STEEL OF SPA • "ANSI 15 FILTRATION FLOW": 6 H F - � °�... °5 )s SPRING LOADED COVER � '�;, �,.,z:��,: �hAFIhVLF:TICALLY DOWN &UNDER TURNOVER, MIN 36 GPM FPS THE ELEVATION OF THE SPA WEIR • "ANSI 1'S AUXILIARY LQW1 GREATER OF 8 FPS �� -" _ IF NO vr-IR OVERFLOW TO POOL, PA SPA JET OR OTHER FEATURE FLOW � Jai ACTIO '=R MUST BE USED L W' •'"ANSI 5 FLOW": 12 HR TURNOVER OR OTHER ;� Ft DRAIN +l°I NCLETS "ANSI N FLOW' :�, BRAIN. EI a:ANCH PIPING MIN. SIZE "ESTIMATED; DESIGN" FLOW "ANSI I FLOW'Q 6 FPS PIPE FLOW AT GIVEN VELOCITY (Gl' PIPE 6 FPS 8 FPS 1" Ei 22 PROXIMIW TO STRUCTURE 1-1/2 38 51 2" 63 84 FBC `10 LONGED REQUIRIKS EXCAVATIONS OUT OF THE "ANGLE OF REPOSE PLUS 1 FT THE CURRENT 2-1/2" 90 119 REQUIREMENT IN 2017 FE' -C 6TH ED, SECTION -1904.1 STATES THAT "'EXCAVATIONS SHALL NOT REDUCE 3"" f38 1184 LATERAL SUPPORT FROM ANY FOUNDATION." THEREFORE THE FOLLOWING IS REQUIRED: 4" 23$ 317 1; WHEN THE POOL DECK: DISTANCE IS EQUAL Ti's OR GREATER THAN WATER` 6" 540 20 DEPTH; NO MITIGATION. OF THE SHELL STRUCTURE IS REQUIRED. _ ©FFSET 2, WHEN THE POOL DECK: DISTANCE IS EQUAL TO OR GRATER THAN THE WATER a` 'FSET DEPTH, THERE IS NO SCORING OR FOUNDATION SUPPORT INITIALLY w:� REQUIRED, w.� ` 3. WHEN THE POOL DECK DISTANCE IS LESS THAN THE WATER DEPTH, THE C,f(41PL IA I COR rILIANCE `%; FRESSUM ENGINEER SHALL PROS{IDE A MITIGATION SPE:::IFICATION, EITHER TO PROTECT PRESUMED xl I'VHEN THE FOUNDATION DURING EXCAVATION OR STRENGTHEN THE SHELL FROM WHE: t+a r CiFFSET = /\ 5?s+ ., i OFFf"sET WATER o C CPTH %fit STRUCTURE LOADS. DEPT <; 4. IF DURING EXCAVATIO>N� SOIL CONDITIONS APPEAR TO LEAD TO LOSS OF UNDISTURBED TD ' ..FOUNDATION .S.UPPOC�" THE CONTRACTOR Oil :ALL CEASE EXCAVATICA ANL? UND16YU TTO - <.EMP4 CONTACT THE ENGINE;. 1R FOR MITIGATION SP CIFICATIOINS. 5. IF AFTER EXCAVATION I HE CONTRACTOR OR 314SPECTOR FIND A LOSS OR "ANGLE OF REPOSE" THREATENED LOSS OF SOIL SUPPORT AT THE FOUNDATION; CONTACT THE OR SEE CONiTRACTOF2 FLAN ENGINEER FOR A MITIGATION SPECIFICATION. L�_ _ L - PIC/A . RE NTI�L� OO / _CHBATICk PL ION & NOTES _ SCALE: N.T.S. - — ---- -- - -- - _ NOTES: • This plan is Schematic & pi, 'ng shall be connected to provide a functioning system. • Pool piping shall hold a sta7ic: water or air pressure not less than 35 psi for 15 minute,: per 84501.12 1 • Pools shall have pumps seiected to provide minimum 12 hr. turnover & maximum 6 hcur turnover. • Determine pipe Sizing from attached work sheets. • Spa piping determined from, attached work sheets. • The dual main drains shall_ have a minimum separation of 3 ft, Lin ess one is located on the vertical wall or a single un=+lockable drain is used • All suction covers shall meat ANSI/ASME Al 12.19.8-2007 • All piping shall be NSF -PW approved & meet the r�quirements of Florida Building Code ETH Ed, 2017. • Electrical equipment, wiring, & installation shall conform to the Nvli onal Electrical Code 2014 Edition. • Bore: ing of pool steel & ligi- , to footing steel shall be continued to sK include all pumps & heaters. • Temporary fencing shall be installed & maintained until permanent child; safety features are installed, • Them shall be a passing electrical & child safety -final inspection prior to filling the pool or spa with water. • Pool shall meet the apple a )le criteria in ANSI/AP;w P 3;4,5,6,, 7 & 5 standards. • Regi:irdless of the criteria hare, the project shall comply with all set tions of the FBC 6th'E:14ion - Residential, Bui'ding, Mechanical, Plumbing & +;Sas Codes, as applicable rel , pectively & amended. 3EE INFORMATION A•ITACHED TO THIS PERMIT PACKAGE FOR SITE SPECIFIC DETAILS SHOWING ANSI 7 & 15 AND FBC COMPLIANCE INFORMATION ON THIS SHEET COMPLIES WITH 6TH EU :!0'17 FBC, ALL VOLUMES, INCLUDING 2017 F8C ENERGY CONSERVF,iION CODE C14 02018 Nimes Enginedring & Management 5ervicos, Inc This Irawing is the property of Kimes En,Iineering & Management Services. 1 repro0uc0 or copied in whole or in part. It is t rdy for the project & she specsFcalfl i tied train & is not to be used on any other .Otoject: It is to be retuned upon 1st iit�ti/1t `tsg a# DWG. BY: MGM PRINTITD1-Fe)5-1 CHKD, BY: JK _SCALE: D ECTI N F6 h 41 RESIDENTIAL 1 - _ 2 1 OR1G, OWG: 1T'x11" (ANSI Lag 11 1 � _ 1 2 MIN 12" TRUNK SUCTION PIPE SIZE MAY VARY MIN AT 6 FPS ANSI 15 FLOW BENCH OR OTHER METHOD � REQUIRED WHEN WATER Sl, ^,TION OUlLETS W/ /ANSI/ASME / r DEPTH EXCEEDS 5 FT A11219.8-200"7 ANTI -ENT RAPMENT COVER, MIN. 6'" GQf�iC 1 BETE ` (2) REQD OR (1) UNBLO'::KABLEDRAIN K. SHELL & ,,STEEL/� ACCORDING T4 x� ►trs - SUMP PER, ASME STANDARD � 5� THIS DETAIL COMPLIES Al E3.2007 OR SPECIFICATIONS/� WITH BOTH 6TH EDITION COVER PAFR. SPE.: , • SHOOT TO � .L,,.. < #� � � �2017� FLORIDA IwUILDING INCITE UNDISTURBED, OD CHAPTER 1154,218 & EARTH \\� \ ^ ` a� tlrANSI / APSP / ICGaS 2011 & LL I. APPROVED PRODUCT SPECIFICATION MAY DIFFER �\ ANSI 15 BRANCH PI/�/ % � CONTAINS ALL RI-LATED FROM FIELD BUILT SUMPS SHOWN ON THIS PAGE PE SIZE REQUIREMENTS STATED f MIN AT 6 FPS ATE LOW BY �� - ® IN THOSE CODES, ADDITIONAL STRUCTURAL OT �� M((�A��; + MAX o HOUR TURNOVER PLACE FOOTING STRUCTURE ES 3• ON UNCASTURBED EARTH W p + U-* minimum ASTM A8f 5 Grade 40 Steel �I I►� MAP Q NS MAY t.'-- MEETING 2,000 PSF OR * L�::, #3 bars minimum 16 0 OMITTED E:NTlREL1' COMPACTED FILL MEETING ; 1:`� _. ,___� • L� � �#5 bars minimum 28" 95% M..IDIFIED`PROCTOR / s, 0 6 Shell thickness and 2-1/2" concrete coverage are minimums • U:e 4,000 psi concrete Crkltractor / Owner required to: $" TYPICAL !;� i=SIDENTIAL BENCH SECTION '" ;ode-Wats ed4nearxhitha cantmeet z on undisturbed and SCALE: N.T.S. .. ; OOb psf bearing capacity. 3" L VERT- W/ i�,►hen burled debris is +ncountered or questiorabie (2) #3 BARS`" EXTERNAL BOHDING LUG conditions aria indicated at the work site prior "' during CONT. @ TOP r 4"' DECK W/ NON -SLIP construction, a subsurface consultant shall conduct FINISH SLOPED AWAY FROM LIS ::D" J -BOX JUNCTION BCS OUTSIDE boring(s) in the area cnf. the of to confirm sol" bearing * t- FROM' POOL 2%-4% TYP WHEN I''ROVIDED. pool #'I BARS ( ) OF DECK F' opacity, clear of burl 3rf debris, & verifying ground water BONDED WITHIN J -BOX. levet HORN,. ..) - (TY 6"" _ P 38 #3 REBAR BUNDLED. AT RIM OF -- #8 AWG CDPPER. TO ROUNDING i ONDI_NG es All modified .soils & earth fill under perspective T'r P.. tI.N.O. - 4 WIRE TO EXIT /-BOX p cion mie pool area L &SPA. CONT. #3 STL OF SPA. POOL. BONDING shall meets :coil dens:.ly and compaction minmum of 95°>0 BEAM VERT, DOWN & UNDER ELEV. OF SYSTEM OR DIRECTLY PASSING THRDUGH modified proctor with settlement. SPA WEIR, [OPTION:j CONTRACTORS TO BOND WIRE TRANSFORMER TO MAY CHOOSE TO USE (3) #3 BARS ELECTRICAL PANEL n r rr �� WITHIN TOP OF BEAM SPACED 1" INFORMATION ON THIS SHEET COMPLIES WITH 6TH Es 201'7 FBG, POOL BEAM 8 X12 �;OPT I �.... ) BOND COI' 14ECTION ALL VOLUMES, INCLUDING 2017 FBG ENERGY CQNSERVkTION CODE APART + OR o SCALE: N.T,S. 00 AT AWG g r ,(T1iP.) OND RE " _,, TC L POOL. . "".. 1. EQUIP. (CAPABLE OF BONDING ' tIM11 GLAZED. TILE #8 AWG BO IN t.,n. ur :. STALL #8 AWG Vu E r . WIRE FROM POO STALL BONDING #:_ TO FTG BC.1DINGa. r w. o OPTIONAL LOOP, 4�"-6' BLW. SUBGRADE 4. • �.. ...,.....: D L VACUUI4 LINE &FITTING . [ 18"-24" FROM POOL, BONDED' _I --1� W/ SPRING LOADED COVER:' ., . ((4 _'R NEG6i30. 6 BCiI. SHELL !'y` g A J 13 J UNDERWATER LIGF :` 18" MIN. BL'ttV:. - ii O(2)(b) ,/ LL N MAL WAT,._R LEVEL (TYP) �' 3/4" C r ` MMC► MANAQMWENT SEROC.E' , /NC`' r, NOTE: NEW NIC CONDUIT "/ LUMINARY z 1ELESS, POOL .: NARY WIRING '`C . 3990 SR „4 E., Bradenton, FL 34208 2 cl? LIGHT PRODUCTS THAT HAVE NO .�. HARNESS THAT INCLUDES GROUND WIRE office: 941e7a9-031�, Fax: 941-746-7391 # N BONDING REQMT;, MAY BE USED ,/ INTERNAL BOND LUG IN NICHE W/ INSUL #8 SOLID OR ke 3367sn G� A 27189°n' — _ , /° '� S", ANDED WIRE TO J -BOX WHEN READ BY BLDG. (2018 Kimes Enginuvin & Management w n "' P 3/8" SMOOTH SLIP RESISTANT OFFICIAL This hawing is the property of Wines Enp g gement 6grwces. Inc: H; FINISH TO C01iER WALLS +/ veering & Mastagement Serves, Iric. & is not to be v a reproducO or copied in whole or in part. 1. i_ oraiY for the project & site slowiical'3' denti�ed her in & s ta A c n FLOOR, STEPS & SUMP :,. a / P.DOL WALLS USE MIN 6 4 000 PSI CONCRETE W/#3 not to be used on any otherorolect. ttistoberefvnedupon. caa;�est. req- REINFORCING GENERAL NOTES .� EEIhIFORCING STL. PL, 12"'x12"0 C,Iv,W TIED U_ a. D= INSIDE DIA, OF PIPE � ;r % » EVERY OTHER CROSSING r2-1/2 MIN. CLEARANCE y�®t�t141ItValffy/ i _.. r bIr-. ALL DIMENSIGS SHOWN ARE M#NIMU�,1 `„-+►°'*r .� ,za - MaA IN DRAIN TOt' 0 c. ALL HIDDENLNES INDICATE SUGGESTED SU P CON FIGURATICINIS. PJMP o NOTES: " CRUSH r-- ---- ?ATE: REVISIONS: <.,�-------�' NOTE: , (EC[SBUILD 5U:19P5 MEETING THESE CR TERIA REAL? WHEIN SHELL OR MFR POTS NOT USED GRAVEL FO S PPP ACTOR SHALL VERIFY ' U A ER ASME Al 12.1.!.8 2007 W/ Y FOR DWG, Y. MCM PRINTED i= " MAY OMR IF us FD COVER DOCUMENTATION STATES DEWATERING VGf COMPLIANT DRAIN QOVER. EA. PROJECT OVERHEAD POWER OTHER CLEAFNGE TO SUCTION PIPE t"s.EQ[3 LINE CLEARANCE & CHKI't, :BY: JKK SCAL Ndf ED HYf:)ROSTATIC RELIEF DEVICE UNDERGROUND WIRE DISTANCE HYDROSTATIC RELIEF MAY BE A -WHEN REQUIRED- -- "DEA©LINE" OR PLUG IN SLOTTED PER N C 680.8 & 680,10 DATE:: 29- PIPE IN BOTTOM CF SUMP _ E SIP TFfwisONLYTYPICAL ECT I C 1 y :� GOOD FOR MAX 6 FT DEEP SOIL SUPPORTED POOL � I PAUL AP R4 ) Al S#-IELLS- SEE SUPPLEMENJAt SPEGtFICATIONS FOR DEEPER OR j''� (�� (� [� �� I d y AS I� _A 1 1 2 . PURTG.�N�A#VT STRUCTURES ET'�J1 � �../I�► g' SCALE: N.T.S. -- r DEEP END SES.** ON RESIDENTIAL, POOL/o` SCALE: N.T.S: SHEET` OF ORfG. DWG: 17"x11 (ANSI S)