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335 10TH ST - POOL DRAWINGSABBREVIATIONS cLmH OR APPROVED *MS - MAX 6'-0.00. . F_40MFENCE '0'. L PLACE FENCE AT 15RWE 2. FENCE MAY BE REM" MOOD. 1307 S� EE.Iff �T. Aw CEW.NG TAE 1 514 SK Nmoor 00 DEMN PER RX RSWDENTlAL 2010, TABLE F W&2) GRNG WCRC 0 OF WOW Iw 1 � TCMWATERfE,47ER AC AR GONDMONNG WIT so E)6RAW67' ALT. AM ALTERNATE ALNMNM IDR. ft E)OINRIOR FOER3LA66 AM AASNG WHOM FM. FWSSH am M= Mad, FAW81ED CE4MG BOL BOTTOM wfmFN$WD MOOR BLDG. 0W.DNG FD. R.00R DRAM SUL CACASNET 3 10 3&92 CAB: - GL. BK MAN SLOM UNDOW C1. CASTN am HOW, Gt' CL -4.2 4 20 Room O.T. -. CERWIG"T'I.E 4�IOW3. NW A. CULL COLD WATER HG HOSE BNB CCNC CMR COMM M CONCFEIN MASONRY WIT HU[ ID. HOT WATER 0081E DIAMEER COM. CONTINUOUS 387 "a"TwN CA. CONTROL JOM JAN. ,WOTORR CRL ML @IC GRE1'PERMN UE DOME RNG WMDOW A LAI. JOM LAMINATE (D) OBP. OISPENM .LAY. LAVATORY Om DRAaw MO. MA m4sawy OFf7StYs EDWS. A EACH MAX MMAAXI M ECM NECK F E ELMAIM COOLER m PETECN�4NIGAL MP. METAL MIS. D L )5 1562, SIR 1 514 SK Nmoor 00 DEMN PER RX RSWDENTlAL 2010, TABLE F W&2) GRNG WCRC 0 OF WOW BASIC WND SPEED. AND DESUGH ME TUM ASCE 1.10 FFORTANCE FACTOR, DIPOSURE CATIWSORY, PXI� Q.ASSFICATICR MEAN ROOF NEW ROM ANG" N30.46 DSS) EDGE STRP WO MRI i C IMA4 COPE) ENCLOSED O FT. 336901 DEISM ME) 410 FT. =MPONENT AND CLADDMG SEND LOADS . OPENMG PAM PCLYYRNI CAlOIWDE PIES TREATED ZONE NW=W4 SEND ARA(SP) ADJUSTED 640 LOA[(PSF) I 0 36.92 -42M I 20 318 40A6 I 6O 36A. -3152 I I00 3520 -3698 2 10 36M -490 . 2 10 31.8 -416 2 30 36A -448 2 IDS 3526 -4256. 3 10 3&92 -4904 3 20 318 416 3 50 3 100 36A 3620 : -40 -436 4 b 426 -4.2 4 20 406 -442 4 SO. 301 -43 4 WO 363 -396 5 IV 428. 310 5 20 406 332 6 60 387 -4&0 h No 963. -442 ONINGtN OF FA6TENMG6 OF WNDQFB 40 DOM N THE WALL RR4M6IG 0 THE RESPCNSI SLiTy OF THE WOW J DOOR MANUFAM1QR AND 84ALL MEET THE COMPQEMT 40 CLADDNG DESIGN WND PRESSURES BARRIER 1562, SIR 1 514 SK POOL HOUSE GRNG WCRC 0 OF WOW - 335 TENTH STREET NOT #4 DOM NOT TO Scc&E Aa ONCENTER ATLANTIC BEACH, FLORIDA . OPENMG PAM PCLYYRNI CAlOIWDE PIES TREATED 9 SF. QUARRY TW,E REFORCED y 1. RIMMED - RRER ROOF ORAN SNW.E H" WNIDOYN 6410 SMEAR - .. SLOPE SFECFICATIOIK STEEL 2AW OF. THICK IFAS or, UELDEDWELDED CLCW 5 MAIM RIS16tAM GYM"W4LLBOARD UK" - COMMUNITY DEVELOPMENT - qp.:P 4 : TMEBVI "Twcww UR5IAI. . /.----------------------.------------------.\ PROPERTY LINE Shxe•DEPF 8W4LE8. —.— -- 5' SIDE Y SET BApC. --- _---- N% styq . 1 ---I--- -'-----`------ ------------------ ---{ ---- -- --- — ----- I ll I I I EL WALK t * - I I II I I- flBEALB¢01 1 1 W -V I I � o � ii / �. I --+--i c I I ..III '. P-4• AB04E IOF STREET I i li 15PY I HorN�FERtIr ' Leriaz _ __ � YARD SET I I li ii �> li 190 SF,. V 6• DEEPSWALS I I Ia 7 11.I 306 ChEP RETENTION PROPERTY LK U ---------------------------------------------- ,-----AREA OF -------- --------------------------------- -----AREAOF WORK SYMBOLS NORTH T NDICATES DI IRMON OF NORM X DRAWNG "JIM BECTICN A- BBcNON Is DRAWN DETAIL X DRAM WIM SVEETNBEERUEERE DETAIL 16 DRAWN A ELEYAtTONbA•9 ✓^ON LOM &nT C RSINRONEW 01"At10N 15 DRAWN DOOR Q DOOR FX1'SINP ATIIEt 3640 . 3'-61 x 4'3• NNDOW o WHOM NOMENCLATURE, 3646 . V-6• x 4'3• IMPERVIOUS 5URFACE CALCULATIONS: AREA FIFE CCNSTRUCTIG44 AFTER HOUSE CONSTRICTIRL I AFTER FOOL HOUSE CO NSTRLCTION, PAVER DRIVE, QQX - Tx3A 1562, SIR 1 514 SK 486 BF. J 2 .244. SF. - POQ. DECK 3% SK SM Bh EQW997NT PADS 9 SF. y POOL HOUSE 415 6F. TOTAL MOMOU6 OUWACE AREA 2AW OF. 3,183 SF. IFAS or, A MPSRVM 32% 412 A 4" S RETEMON REQUREM Y.OARM Y•6 x t2" 6f. x 93/2. 590 W. RETENTION SHOWN ,591 GF. REQIWffS ORVE *0 WALK TO . BE MAX SOA FERACO6 ,I -------- ----- ---------=------ ;i I -------------- -----------------1i NEW SITE PLAN AR CONDiTiGED ANSA MAA Vd••M-0- NEST FLOOR .416 SF. UK:CNDITIOrEiD ATEA INDEX OF DRAWINGS: T-1 TITLE SHW, SITE PLAN, DATA PH•i FLOOR PLAN, ELECTRICAL PLAN, ELEVATO*, SECTION P14-2 STRICTURAt. BUILDING CODE SUMMERY FLORIDA FIESIDENTIAL CODE 2a4 NATIONAL ELECTRIC OODE ml SCOPE OF THE WORK: CONSTRICT A 416 SF. POOL HOUSE ON THE SITE OF A FE8'INTEV RESIOBJC.- =FIPB THE ORIVFUWY AD WA.K TO BE N01 OF SOA FERNOUS. ;a U Tj m � � V DATE OF [SSItE 8.2.71 DRAWN BY: FGP SFiPE'[' NO. POOL HOUSE T-1 ® 15006 -------- ----- ---------=------ ;i I -------------- -----------------1i NEW SITE PLAN AR CONDiTiGED ANSA MAA Vd••M-0- NEST FLOOR .416 SF. UK:CNDITIOrEiD ATEA INDEX OF DRAWINGS: T-1 TITLE SHW, SITE PLAN, DATA PH•i FLOOR PLAN, ELECTRICAL PLAN, ELEVATO*, SECTION P14-2 STRICTURAt. BUILDING CODE SUMMERY FLORIDA FIESIDENTIAL CODE 2a4 NATIONAL ELECTRIC OODE ml SCOPE OF THE WORK: CONSTRICT A 416 SF. POOL HOUSE ON THE SITE OF A FE8'INTEV RESIOBJC.- =FIPB THE ORIVFUWY AD WA.K TO BE N01 OF SOA FERNOUS. ;a U Tj m � � V DATE OF [SSItE 8.2.71 DRAWN BY: FGP SFiPE'[' NO. POOL HOUSE T-1 ® 15006 t.PLACEM�A. -- -Y - Il FERIOD. OFam AB$REVIA710 MIN ADg1g71LOLCI HG TILE 0- ELEOTRIC WATER WA ELEVATITaI TLT9. EKN' OC, AIC ane ca✓Oma*ntw F50. EXIERDR oFNG. 6�LITA1. FR�7. ny P -VG AYN BLOCK FCLFLR FM16F�fl' at 0011'cM FD. �� FLOOR PRaB1 MIF. CAB. am � M. P.D.00 CFT, CAB ot SHL �" ETLE L FI HOSE e�B K SOL 860. fMiLi CONI. Nem JAN %Tllll74 TXa CQPiR01• JOM WBICF�T pERMNUIE LL,4K pMRtA'IE ro) ar �{. CCFtl DN pO11EAE HIMYi UIRIDOW LAV. LAVATORY VCS. DIM DN DOUN � ITA1EFtlAL ULC. D7 G EA tg� MW. MA'<Ok MEaHWICAL W� FEAC, p EQRiO WA782 COOLER F P MAL KETAL PANEL 'R' I I I I 1 I 1 I I I I I I I I I � I uIh7P DE°.AGN ME7NOD: ABLE 7.10 rrmAW,E FACTOR t DcPoan CATEGORY: - C mm CO F%pO&M OLAWFICATIM HmOSED LEAN ROOF HEIGHT 17 FT, D Ft. ROLE ANGLE. (30.48 MINIMS) ADE 4D iT m 3892 i 3uAb YO 7 50 3tA ' I 3528 - 78 t W -V 9m 7 m b 70 318 %A 7 100 38.97 .4504 3'41 0 b 70 375 5 %A .3 80 3338. 256 3 N0 7 0 47b 4 40b 442 4 70 -41.7 w 4 %3. -398 4 47b .010 5 406 -937 3 70 5 5 100 AND DOOT� M UIPI.I AtYO 6NAI-L is T1E OF m- OF TMWRIDOW l DOLR t'ffT THE COh1PONFNT AND CLADP. PE51G1'1 WR1D FRESSUfd:e ME � I I POOL SHOUSE 335 TENTH STREET QRIDA ATL,ANTIC BEACH9 FL PUBLIC WORKS { /)APPROVED DENIED NOTAPPLICABLE gLE TO DEPT } � 1 -------------- PRpPEKiYLME r------------ SIDE Y– ,1 11 I II 11 I I1 II 4 i i i K , G VEL WALK J 1 11® I I ,I I i ii ❑❑ I • I j I i ii I -- 1 it I I Ingu - W.7 _ 1 I ----'--,$ 'SIDE YARD W B I , i I I I_ PROPERTY l: -- ��,--_AREA OF UJOR_K--------------------- SYM600 NORTH ® INDICATES DH-- CF NORTH ORA➢ANG VOIDER X �� A'" BION ISDRRM X DRAM A- u NUMBER pEtaL pE�'IRL IS DRR1N A ELEVATION LETTER FLEVATIOB A•S >3�-�nMl ARD � C DOOR O NQ'F7iCLATUP.E; �\ uRi703 n !I m —xgE p51@ItION SIIOtlN .391 CF. BEMNL 80%�PER+4�OU6 70 I FA p� oRC— ML I I I I ® I � — ------ �li , I I I I — lil I �EUJ 51TE PLAN AIR- COt�RTi AREA .4'P 8F. 6GA1 I/y.i'•O' IIYONDITIGNED ATEA = 48 SF, INDEX OF DRAWINLG6- TITLE bFEET. 517E 1'1-'x'1, DATA Pµ_I FLOOR PLN4; EIEGI'RtOAL PLAN. ELEVATIONS, SEOTIoN PN -2 biPoJGTt1RA1- BUILDIN CODE 5 MMMERY N�AOTIROFLAI ELEOTR G CODE E 20�I pp HOUSE ON ue 817E OF A E AY AND WALK TO BE MRL OF 50% � F � a U ti \x Q DAIEOF ISSUE 5-7•fl DRAWNBY: W.F SHFET NO. Pool Ia0U5E T-1 p 15ID06 1,,0. t PI A[FF A MN MNMM 7.1 NOT N CONTRACT NTA F7 or, ON CENTER PE AOREVIATM5 PT PANT ; CELLNG TILE EL �AOJACW aL OlAFRY me ANC AIR C01DftOMUNIT 9" ALL ALTERNATE Oct. ALM ALMINM PCO. AIN, AV" W OX - FK. BILK. BLOCK FN. CLC. BOT. BOTTOM FRLRA BLDG, EAALIO NG PD. BA MALT -V GALV. CAA CABW OL OC CPI: CARET GYD Cl CAST R7N NOW a. CENTMINE W.T. C.T. CERAMIC TEE. HORL CA COLD WATER HE, CCN;. CONaEtE Hm C1MU1 CITE MASONRY UNIT UD. CANT CONTINUOUS - NSA- ALCA CA CONTROL JOINT JAN CFn CUBIC FEET PER MNTIE JT DIL DOUBLE NUN IS WNXW LAM; DEP. DRPENSM LAV.. ON DVC. DORN DRAWNG - MO. MATL EA EACH MAX ERIC ELECTRIC WATER OILER MTL MP.MP EQKSMP MN MNMM x1.4 NOT N CONTRACT NTA NOT TO SCALE or, ON CENTER Orn OPEN PT PANT P.VC. Pp.TVNYLCNARIOE P.T. PRESSURE TREATED aL OlAFRY me REIF. REINFORCED RMA. REWIRED R Pam RD.. ROCF OR" S)N S14M HIM UNDOW SNL $NET SM SUMIAR 9L SLOPE SPEC. -. SPECIFICATION 6TL STEEL 1 K T40 THIOL TONGUE AD GROOVE TTP.. TYPICAL. . VERTIC-41. VvGtT. Yom COMPOSINON TILE ILC. WAU.K•N CLOSET ARGUES WATERMIStANT GYPSUM IUALLOW 440M. YELDEO WIRE MESH WG 4141IR.CLOW UIND LOADS WIND DESION FOR FW RESIDENTIAL 700, TABLE 83012(71 PIE CO 57FI CTION, amc END anw.. E0 MPH MID DESKAN METIM, ASCE 1-10 NPORTANOT FACTOR 1 DWOSX£ CATEGORY. C (OXIA CoJ E00SURE CIA.SAO ICATIO16 ENCLOSED MEAN R1;P VEIGNT G FT. ROOF ANGLE, (30.49 W—FRES) 338901 DES am emp 40 K. REES l&0) CO rCmEmt RNID CLAMM RID LOADS Two SF. ZONE ERECTNE SMD AREA (&) A=*TRD ON P LOAO(PV) 1 0 SAW wasp 1 20 318 2991 BF,. 50 36A 563 SF 1003598IV70 40 SF. / 7 .744 SF. POOL DECK JAI 318 679 6F 7 Be 36A 8 SP, 7 m 3576 - - INS 3 10 38.91 3 30 918. 6 3 50 364 'A 3 100 3898 36 4 0 478 9 4 70 406 9 4 S0 301 Lt 4100 969 RETENTION wommoot 7W -WA V.6 x 19b6 &F. x 93/8 . SW CF. S 10 476 10 5 70 408 39 5 50 381 5 .100 363. __ -���T DESIGN OF FASTENINGS OF WHOM AAD DOOR$ N THE B TINE IEBPOPOR LnY CP TSE WR®oE /DOOR MEET TSE COI'OZNT.AND CLADDRK: DEBMN ARO WALL RRAMNG AND SHALL I® I POOL HOUSE 335 TENTH STREET ATLANTIC BEACH, FLORIDA NORTH ® INDICATES DIRECTION OFNORTN 0"" "am SECTION X �-/ SECC13ON 16 DP" DETAIL X OKAUIL's RHAM A- M 0ORAAN�� A ELEVATION MM ELEVATIONS A-5 �� BeEETWI7mYAEIE C ELEVATION O DRAUN DOOR Q DOOR U46 - S'--6' 4- x 3646 x 4'-e' UI1DdU ® NOMENC'LATURE1 3648. 3'4• x 44- x 6' DEEP SAM . OEM= F-4' ABOVE 4 OF STRUT 690 SA. b'. DEEP SHALES 306 CSF. VOL. RETENTION I I I I 1 PAVERS OR cart. I I i 1 Ig 1 l� C[slllSt J IMPERVIOUS 5URFACE CALCULATIONS: AREA, PIE CO 57FI CTION, AFTER NOUSE CGNSTRIICTIO6 AFTER Poa HoIEE c;1BTiaDrww LOT Two SF. 1900 SF. 1900 SF, HOUSE A V POW*" wasp 2" SF. 2991 BF,. PAVER ORIVE, 6" • EB% 563 SF 514 SF: 40 SF. / 7 .744 SF. POOL DECK - 359 SP. 679 6F NEI ON tc 1. 8 SP, - - INS POOL MUSE 415 SF. TOTAL: IMPERVIOUS SIS AREA 2AVO$F. 3183 BF. 3A.NB SF. % 1'F'ERV" 37 % 427 % 486 A �'_J RETENTION wommoot 7W -WA V.6 x 19b6 &F. x 93/8 . SW CF. ■■�■i '■■oma■s_r� __ -���T .- �- NORTH ® INDICATES DIRECTION OFNORTN 0"" "am SECTION X �-/ SECC13ON 16 DP" DETAIL X OKAUIL's RHAM A- M 0ORAAN�� A ELEVATION MM ELEVATIONS A-5 �� BeEETWI7mYAEIE C ELEVATION O DRAUN DOOR Q DOOR U46 - S'--6' 4- x 3646 x 4'-e' UI1DdU ® NOMENC'LATURE1 3648. 3'4• x 44- x 6' DEEP SAM . OEM= F-4' ABOVE 4 OF STRUT 690 SA. b'. DEEP SHALES 306 CSF. VOL. RETENTION I I I I 1 PAVERS OR cart. I I i 1 Ig 1 l� C[slllSt J IMPERVIOUS 5URFACE CALCULATIONS: AREA, PIE CO 57FI CTION, AFTER NOUSE CGNSTRIICTIO6 AFTER Poa HoIEE c;1BTiaDrww LOT Two SF. 1900 SF. 1900 SF, HOUSE A V POW*" wasp 2" SF. 2991 BF,. PAVER ORIVE, 6" • EB% 563 SF 514 SF: 40 SF. / 7 .744 SF. POOL DECK - 359 SP. 679 6F Ea~ PADS 8 SP, 9 POOL MUSE 415 SF. TOTAL: IMPERVIOUS SIS AREA 2AVO$F. 3183 BF. 3A.NB SF. % 1'F'ERV" 37 % 427 % 486 A RETENTION wommoot 7W -WA V.6 x 19b6 &F. x 93/8 . SW CF. RETENTION SHORN .99 a. jc R£/A m DIVE AAD "K TO BE MAX. 50% PERAM I I ® I I ---------------- ----------------- IIMMI I�� III 1 Ij NEW 51TE PLAN AIR Ca'Dmo1EO AREA FIRST FLOOR . 2 8f. SCALE: I/8" H'-0' WCONDITI0IED AREA . 4667. INDEX OF DRAWINGS: T-1. TITLE SWEET, SITE PLAN, DATA P'N•I FLOOR PLAN, ELECTRICAL PLAN, ELEVATIONS, SECTION PFI -3 STRUC111RAL BUILDING CODE SUMMERY PLORIDA RESIDENTIAL CODE 3014 NATIONAL ELECTRIC CODE 3011 SCOPE OF THE WOW: CONSTRUCT A 415 SP, FOOL HOUSE ON THE On OF A PERMITTED RESIDENCE MOCI ES TIE DRIVEWAY AND WALK TO BE MN OF 50% FERAM 1 /a U � N m m DATE OF TSSUE 5•z -rt DRAWN BY: FIGP SF1EE1' NO. PooG ualse T-1 ® 15006 47* 't�1000* No well points port o let and silt barrier maintained by building contractor right of way repaired as needed arriers per FBC2014 window and oor alarms and window door larms Pool beam levation even with existing patio pool beam is 8"-9" 120V white light IC40 with easy touch Intel iflo VS pump access on left side of house no pregrade and house s under construction Nmaintain m nimum setbacks Material storage Parking in front of house RD GRAY 334-5421 ( t)NIL i10,N11 10 I'r\RAD;�L. Owner: Forsyth State: Address: 35 10th st Zip: City: Atlantic Beach Phone: Phone: 3 26' 5f Eft Light SIZE: 14x26 SQFT: 380 sft DEPTH: 3.5- 6 PERIMETER: 90 Ift arriers per FBC2014 window and oor alarms and window door larms Pool beam levation even with existing patio pool beam is 8"-9" 120V white light IC40 with easy touch Intel iflo VS pump access on left side of house no pregrade and house s under construction Nmaintain m nimum setbacks Material storage Parking in front of house RD GRAY 334-5421 ( t)NIL i10,N11 10 I'r\RAD;�L. Owner: Forsyth State: Address: 35 10th st Zip: City: Atlantic Beach Phone: Phone: POOL SPECS SIZE: 14x26 SQFT: 380 sft DEPTH: 3.5- 6 PERIMETER: 90 Ift EST TOTAL GALLONS: SKIMMERS: 1 RETURNS: 3 INTERIOR MATERIAL: SPECIAL: TILE: NOTES: SPA SPECS SUE: SQFT: DEPTH: PERIMETER: EST TOTAL GALLONS: SPILLWAY: RAISED HEIGHT: SKIMMERS: RETURNS: TILE: INTERIOR MATERIAL: SPECIAL: NOTES: PLUMBING RETURNS: 3 SKIMMERS: 1 POOL MAIN DRAINS: 2 SPA MAIN DRAINS: CLEANING SYSTEM: suction HEADS: VAC LINES: ROBOT VAC: WATER FEATURES: SPA SPILLWAY: LIGHTS IN POOL: LIGHTS IN SPA: TOTAL PIPE: SPECIAL: NOTES: DECK DECK TYPE: Brick pavers ELEVATION: TOTAL DECK SQFT: 500 sft PERIMETER: RAISED BEAM: LIP STYLE: MATERIAL 1: MATERIAL 2: SPECIAL: NOTES: EQUIPMENT POOL PUMP:. Intelliflo VS3050 2ND PUMP: FILTRATION: Cartridge FILTER SIZE: RP 150 HEATER: INLINE: TIMER: Easy Touch 4 Function GAS: SPECIAL: IC 40 NOTES: 1 2 zb' " 3.5ft 6ft Light Zip: u Barriers per FBC2014 window and door alarms and window door alarms Pool beam elevation even with existing pa Jo pool beam is 8"-9" 120V white light IC40 with easy touch Intel iflo VS pump access on left side of house no pregrade and house s under construction Nmaintain minimum setbacks RD GRAY 334-5421 Owner: Forsyth State: Address: 35 10th st Zip: City: Atlantic Beach Phone: Phone: POOL SPECS SIZE: 14x26 SQFT: 380 sft DEPTH: 3.5- 6 PERIMETER: 90 Ift EST TOTAL GALLONS: SKIMMERS: 1 RETURNS: 3 INTERIOR MATERIAL: SPECIAL: TILE: NOTES: SPA SPECS SIZE: SQFT: DEPTH: PERIMETER: EST TOTAL GALLONS: SPILLWAY: RAISED HEIGHT: SKIMMERS: RETURNS: TILE: INTERIOR MATERIAL: SPECIAL: NOTES: PLUMBING RETURNS: 3 SKIMMERS: 1 POOL MAIN DRAINS: 2 SPA MAIN DRAINS: CLEANING SYSTEM: suction HEADS: VAC LINES: ROBOT VAC: WATER FEATURES: SPA SPILLWAY: LIGHTS IN POOL: LIGHTS IN SPA: TOTAL PIPE: SPECIAL: NOTES: DECK DECK TYPE: Brick pavers ELEVATION: TOTAL DECK SQFT: 500 sft PERIMETER: RAISED BEAM: LIP STYLE: MATERIAL 1: MATERIAL 2: SPECIAL: NOTES: EQUIPMENT POOL PUMP: Intelliflo VS3050 2ND PUMP: FILTRATION: Cartridge FILTER SIZE: RP 150 HEATER: INLINE: TIMER: Easy Touch 4 Function GAS: SPECIAL: IC 40 NOTES: 0 7 f FLOW THRV SPA NO SKDMAM 'n'KCAL 0 sKawrit, REAR, TC t ASCUTOP I OPTIONAL 12V LICINT WNRANS, X' BRASS OR PVC (SEE NOTES) NO LIMITATIONS TO SHAPE EXCEPT FOR DIVING ENTRY, --- SWII&OUTORL&DOM RgQvgtw(QMCv) 0 EE NOt ES) WHEREDEPTHOVER 5, DEEP (WE NOM) can nert"nt N.T.S. 2'.9" No. EXCEPT FOR so NSPISRE:- HANDHOLDS -------- ----- -- -------- WAM-1 LINE EXC"qVW, RM AM n,OATSLESSWffALLEDT r Nfm in" _ *e wus rra nnlw�_ 03 urn B0 ib POOL FINISH PER CONTRACT S' X S' FOOTING BEAM &'r BAR W42)038APS OPTIONAL OR (1) #5 BAR FINISH w MARCITE OR 6 EXPOSED 6" Mie. WALL & FLOOR THICKNESS. 3-W psi (MIN.) CONC. #3 BARS ON AGGREGATE 12" CENTERS EITHER WAY, TIE ALT. INTERSECTIONS 15* MIN. OVERLAP, 2" MIN.COVERAGE ON STEEL W)CONC. TO ASTM A 15, A16. ASTM A30-5 Structural subject to suftable soil conditions. POOL/SPA, DECK, BEAM, WALL, FLOOR N.T.S. STMOPTIONAL D ?MAtNDRAINRSWIRS CIRCULATION (=TAIdM! Lp1Nt()"0%pJSEIEN LINE LiGHTINO & RONOINO POOL > NO LIMITATIONS ON 0 rwhzm► Mgf L SAMPLE ONLY. EACE BE BASED ON A Determate, System Flow Rate: Minimum Flow Rae Required: 35Vm per *kmw (RequirOt I Pool Volunw. sq, ft x_4__ ave depth x Turnover Tim in Hours: _6_-- hours; x 60 min/hr Flow Rite: _JIM_ 4:01tom / JW_ minutes pmumamb0mm In SU00 nma, lid, 35 OPM 65 GPM 2. 60 105 2A 90 147 3 13$ 2" 4' 235 396 FOR POOLS W" VOLUME -I&WO GALS. PUMP' STAAM ftWM OR HAYWARD SUPM1 X HP 42 GPM 60 TURN TURNOVER RATE - 6 HOURS - 360 MINS. PILIU: STARITS PT04 50.30 GPM OR HAYWARD C75 1. 15 GPM CAPACnT MAIN DRAIN; HAYWAROW610M CLEANER: HAYWARD VAC LOC MAIN SUMON PIPE SM -r - SKIMMER SUCTION PIPE SIM --r. CLr,ANMVAC PIPE SIZE _t I In RETURN SUCTION PIPE jJ__ RESIDENCE Ell WNW 111"Ibim FLORIDA BUILDING CODE R4501 SPEC, IAL SPA REQUIREMENTS: THE POOL CONTRACTOR IS RESPONSIBLE FOP, -MAXIMUM WATER DEPTH V, MAXIMUM SEAT DEPTH FURNISHING ALL DETAIL DESIGN REQUIREMENTS FOR EACH MVIDUAL POOL IN ACCORDANCE WITH -FLOOR SLOPE THE FLORIDA BUILDING CODE, ANDALL STEPS: MN. 10"X 1r, 7"WK RISK 12"MAX ECO CONSTRUCTION SHALL WET ALL APPLICABLE RISEMA EXC THE TTOM STEP MAY BE 14"IF IT IS BO CODES INCLUDING PLUMBNG. ELECTRICAL AND T WE SEAT, DITA TE TREADS AND RI SERS TO GAS, PIPING SHALL BE SCH. 40 PVC, NSFPW, MAX. BE SPA IS OPERATED PRESSURE VELOCITY to FPS, SUCTION 6 FPS. T jielFIT IM T, , SHALL HAVE A ONE HOUR yff F THE POOL PLAN SHALL SHOW THE DESIGN TURNVW CONTINUOUS A SIX HOUR TURMVER. PLUMBING AS PER TREW14PLE WITH THE INFOPMATIONREQUIREDSHOWN MAINDRAIN -MAXIMUM UWERATURE 104 DEGREES, ANS&W ARTICLE XVII, SAFETY PLUMBING SHALL BFTWO DRAMS SEPARATED BY 3' -MEET MTRTq..AFETY SIGNS. WITH APPROVED ANSVASME At 12.19A."(19 COVERS. AS -PRESSURE PIPING AT 35 PSI FOP, 15 MINUTES OR SAMPLE ONLY. EACE BE BASED ON A Determate, System Flow Rate: Minimum Flow Rae Required: 35Vm per *kmw (RequirOt I Pool Volunw. sq, ft x_4__ ave depth x Turnover Tim in Hours: _6_-- hours; x 60 min/hr Flow Rite: _JIM_ 4:01tom / JW_ minutes pmumamb0mm In SU00 nma, lid, 35 OPM 65 GPM 2. 60 105 2A 90 147 3 13$ 2" 4' 235 396 FOR POOLS W" VOLUME -I&WO GALS. PUMP' STAAM ftWM OR HAYWARD SUPM1 X HP 42 GPM 60 TURN TURNOVER RATE - 6 HOURS - 360 MINS. PILIU: STARITS PT04 50.30 GPM OR HAYWARD C75 1. 15 GPM CAPACnT MAIN DRAIN; HAYWAROW610M CLEANER: HAYWARD VAC LOC MAIN SUMON PIPE SM -r - SKIMMER SUCTION PIPE SIM --r. CLr,ANMVAC PIPE SIZE _t I In RETURN SUCTION PIPE jJ__ RESIDENCE Ell WNW 111"Ibim