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328 10th St POOL19-0015 pool permitb N n a Q W" J Wm w SCv Q CL � lJ1 } 3 w Z o Yy C3 0 ovo8 onend 03 N ~ 3AI�10 Isvoo Y a W 00� U- m 0 0 ® z LLJ =Q r 0O UC)0LL- -1 JLL- W` Q O (o F)-- F - U0? o o a �MQO mQU Ln z oz a W QOp '0 Z mLL w< F- 0 I=- QQ(n O Jo T w0Zo U rZ� V! v, W W>00_ F-, C) U �_ m � J QO �w� O m Q-W O Li Z 0 0`_ F -az O1F b N n a Q W" J Wm w SCv Q CL � lJ1 } 3 w Z o Yy C3 0 ovo8 onend 03 Add S318VA AVM 30 1H018 3AI�10 Isvoo 1Sd3 I 1 `7 v o o a Ln z oz a r^I I Q I Q C L 101 JO 00'9L 1S3M 3H1 0I- Iml (01 ,313 OWL) a 100'00 L °0 F- O J Z P o p Ci 0 L d r m C) w z zQ� W W O_ -I Z P W Q -�ZWm> O Q Og0 W z N mz0 e a Z Q LL_ W W U :2Q w< Q 0 0 cr- wo�z� << U) � W^V)� O < Z Z (n fn --I d W Q X �0w0 O W Z 0 LL- O LL- 0- p LL W0 LL ON ui O 11 c)E U O Zgn- W 0 Q00::D = _I = af N O 1- LL U LL. r U N N M cco Jm O o Z Z V) CL Z CL V) m z d 0 a cr :2 = )0- O 0 y� z 1- N > Q w O(j v=) 3 4 Z o w O p O U 00 z N ob cn Ir O O li Q m W J J� ` O aN J Q V ® cr. n Ix W OO M o N r 0- rn Lo 0 CO 04 O W w Q V cl ILL Q. 1 `7 Z P o p Ci 0 L d r m C) w z zQ� W W O_ -I Z P W Q -�ZWm> O Q Og0 W z N mz0 e a Z Q LL_ W W U :2Q w< Q 0 0 cr- wo�z� << U) � W^V)� O < Z Z (n fn --I d W Q X �0w0 O W Z 0 LL- O LL- 0- p LL W0 LL ON ui O 11 c)E U O Zgn- W 0 Q00::D = _I = af N O 1- LL U LL. r U N N M cco Jm O o Z Z V) CL Z CL V) m z d 0 a cr :2 = )0- O 0 y� z 1- N > Q w O(j v=) 3 4 Z o w O p O U 00 z N ob cn Ir O O li Q m W J J� ` O aN J Q V ® cr. n Ix W OO M o N r 0- rn Lo 0 CO 04 O W w Q V cl ILL FLOW THRu SPA NO SKIMMER SKIMMER 'rYFI( GR. FOR # 3 REBAR, TOUT WITH # 8 CU TO PUMP i DECK Wi IN IV OPTIONAL 12V LIGHT W,TRANS. Ye" BRASS OR PVC (SEE NOTES) SWIM -OUT OR LADDER REQUIRED (GRN8 CU) e WHERE DEPT'II OVER 5' DEEP (SEE NOTES) NO LIMITATIONS TO SHAPE EXCEPT FOR DIVING ENTRY REQUIRED (SEE NOTES) J RAIGENERAL POOL PLAN LOI'T10NAL N.T.S. 2'•9" Min: EXCEPT FOR SEE NSPI 5 RE: SLOPING ENTRIES.,' -0" Max. , HANDHOLDS LINE EJ EXCEPTION: ROPE AND a FLOATS INSTALLED IF 8" Max. LESS THAN 4'-6" Radius (' �7 Max. I 1 I 10, Max. 3 Max. 1� 8' Min. TO SLOPE CHANGE POOL SECTION DETAIL N.T.S. SB2836, 6-20-07 FOR BONDING AND GROUNDING SYSTEMS FOR SWIMMING POOLS, THE USE OF AN UNDERGROUND BONDING CONDUCTOR MADE OF #8 AWG. BARE SOLID COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 61NCHES BELO1v SUBGRADF, AND 18 TO 24 INCHES FROM INSIDE WALL OF A SWIMMING POOL OR SPA, IS DEEMED A PERMISSIBLE ALTER NATIVE OR EQUIVALENT TO COMPLIANCE WITH s. 680.26(c) OF THE NATIONAL ELECTRICAL CODE. PAVERS OR FOOTING 4" DECK 2,500 DECK FINISH OPTIONAL psi (Min.) CONT. P W/FIBER MESH PER CONTRACT (NON -SLIP) 8" 8"X 8" FOOTING BEAM &"T' BAR S. W/(2) #3 BARS OPTIONAL OR (1) #5 BAR b 6" Min. WALL & FLOOR THICKNESS. 3,500 psi (MIN,) CONC. #3 BARS ON 12" CENTERS EITHER WAY, TIE ALT. INTERSECTIONS I S" MIN. OVERLAP. 2" MIN.COVERAGE ON STEEL W/CONC. TO ASTM A15. A16, ASTM A30-5 Structural subject to suitable soil conditions. POOL. FINISH PER CONTRACT FINISH %' MARCITE OR EXPOSED AGGREGATE POOL/SPA, DECK, BEAM, WALL, FLOOR N.T.S. RAIL STITS LINE SKIMMER REiQUIREU FOR SPA WITH INDEPENDENT FILTRATION SYSTEM > MAIN DRAIN REQUIRE (T,4MPkR PROONSEE NO1TS) > LIGHTING & BONDING SAME AS POOL > NO LIMI'rAIIONS ON SHAPIi GENERAL SPA PLAN N.T.S. FLORIDA BUILDING CODE R4501 THE POOL CONTRACTOR 1S RESPONSIBLE FOR FURNISHING ALL DETAIL DESIGN REQUIREMENTS FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, AND ALL CONSTRUCTION SHALL MEET ALL APPLICABLE CODES INCLUDING PLUMBING, ELECTRICAL AND GAS. PIPING SHALL BE SCH. 40 PVC, NSF'pw, MAX. PRESSURE VELOCITY 10 FPS, SUCTION 6 FPS. THE POOL, PLAN SHALL SHOW THE DESIGN PLUMBING AS PER THE SAMPLE, WITH THE INFORMATION REQUIRED SHOWN. MAIN DRAIN PLUMBING SHALL BE TWO DRAINS SEPARATED BY 3' WITH APPROVED ANSI/ASME Al 12.19.8.2000 COVERS. AS AN ALTERNATE THE APPROVED DRAINS MAY BE PLACED ON DIFFERENT PLANES. THE TWO DRAINS SHALL HAVE A COMMON SUCTION LINE. SUCTION GRATES MAY BE USED IF APPROVED AT A MAXIMUM OF 1 Y2 FPS AND THE SUCTION PIPING IS RECESSED FROM THE GRATE THE DISTANCE EQUAL TO THE SUCTION PIPE: SIZE. SKIMMERS DO NOT REQUIRE PROTECTION AND MUST BE DESIGNED FOR A MINIMUM 25 gpm. THE FOLLOWING SHALL BE LABELED WITH LABEL MARKER TAPE AT THE FILTER LOCATION: PIPES, VALVES, PUMP(S) OFF SWITCH. ELECTRICAL REQUIREMENTS: -WIRING AND BONDING AND ALL ELECTRICAL TO COMPLY WITH CHAPTER 42, FLORIDA BUILDING CODE 6TH EDITION -RESIDENTIAL AND NEC 2014. -NO OUTLET OR OVERHEAD POWER WITHIN IV IF WITHIN 15' PROTECT BY GFI, TRANSFORMER MIN. 10' FROM POOL, 8" ABOVE WATER, I BOX 4' FROM POOL, BRASS TO I BOX OR TRANSFORMER WHICH EVER IS FIRST EXCEPT WHERE PVC IS APPROVED. SAMPLE ONLY. EACH APPLICATION FOR PERMIT SHALL HE BASED ON A TOTAL DYNAMIC HEAD OF 60 ft. Determine System Flow Rate: Minimum Flow Rate Required: 35gpm per skimmer (Required: I Skimmer per 800 so Pool Volume: 500 sq. tl x 4 _ ave depth x 7.481 gal/cf = 15,000 gallons Turnover Time in Hours: hours x 60 min/hr= minutes .�_36SL.__ Flow Rate: 15 QN_. gallons / (Q minutes = .42_ __ g►pm PIPE SIZING CHART (MAXIMUN) PIPE SUCTION PRESSURE ' MAIN DRAINS AS OF 12-19-08 ANSI/ASME A11119.8-2007 19" 35 GPM 65 GPM 2" 60 105 216 90 147 3" 135 230 �? POOL 4" 235 396 c FOR POOLS WITH VOLUME =I5,000GALS. PUMP: STARITE P6E6DL OR HAYWARD SUPERB Ie HP 42 GPM 60' TURN TURNOVER RATI•: _ 6 HOURS = 360 MIN& FILTER: STARITE PTM 50,50 GPM OR HAYWARD C751,75 GPM CAPACITY MAIN DRAIN: HAYWARD W6104SE CLEANER: HAYWARD VAC LOC MAIN SUCTION PIPE SIZE _2" SKIMMER SUCTION PIPE SIZE CLEANER/VAC PTFE SIZE _ RETURN SUCTION PIPE SIZE At MIN. GRATE OPEN AREA - FLOW/17.8 FOR VELOCITY G/SFC CLEANER LINE E:Qu1PMENT RESIDENCE LOCATION SPECIAL SPA REQUIREMENTS: -MAXIMUM WATER DEPTH 4', MAXIMUM SEAT DEPTH 28", MAX. -FLOOR SLOPE 1:12 -STEPS: MIN. TREAD 10" X 12", 7" MIN. RISER, 12" MAX. RISER EXCEPT THE BOTTOM STEP MAY BE 14" IF IT IS THE SEAT. INTERMEDIATE TREADS AND RISERS TO BE UNIFORM. IF THE SPA IS OPERATED INTERMITTENTLY IT SHALL HAVE A ONE HOUR TURNOVER, IF CONTINUOUS A SIX HOUR TURNOVER. -MAXIMUM TEMPERATURE 104 DEGREES. -MEET ANSI/NSPI ARTICLE XVII, SAFETY INSTRUCTION/SAFETY SIGNS. -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR MEET LOCAL CODE IF GREATER. GENERAL DESIGN REQUIREMENTS -DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF APSP/ICC 3, APSPACC 4, APSP/ICC 5, AND APSP/ICC 6 AND APSPRCC 7 BASED ON THE POOL TYPE. -SEE NSPI FOR DIVING WATER ENVELOPES. -SLIDES SHALL MEET' THE MANUFACTURE'S INSTALLATION REQUIREMENTS. -ALL, POOLS WHET'FIER PUBLIC OR PRIVATE SHALL BE PROVIDED WITH A LADDER OR STEPS IN THE SHALLOW END WHERE THE WATER DEPTH EXCEEDS 24 INCHES (610 MM). IN PRIVATE POOLS WHERE WATER DEPTH EXCEEDS 5 FEET (1524 MM) THERE SHALL BE LADDERS, STAIRS OR UNDERWATER BENCHES/ SWIM -OUTS IN THE DEEP END. WHERE MANUFACTURED DIVING EQUIPMENT IS TO BE USED, BENCHES OR SWIM -OUTS SHALL BE RECESSED OR LOCATED IN A CORNER. -CIRCULATION SYSTEMS, COMPONENTS AND EQUIPMENT SHALL COMPLY WITH NSF 50. -TME MAXIMUM TURNOVER RATE IS 12 HOURS. -FILTERS SHALL HAVE AN AIR RELEASE AND PRESSURE GAGE. -PUMPS 3 HP AND LESS SHALL MEET ANSFUL1081 CORROSION RESISTANT WITH STRAINER AND MEET THE REQUIRED FLOW. -SURFACE SKIMMERS SHALL MEFT NSF 50 AND THERE SHALL BE DNF FOR EVERY 800 SQUARE FEET OF SURFACE AREA. -APPROVED MAN UFACUTRED INLET FITTNGS FOR THE RETURN OF RECIRCULATED POOL WATER SHALL BE PROVIDED ON THE BASIS OF AT LEAST ONE PER 300 SQUARE FEET (28 m2) OF SURFACE AREA. SUCH INLET F177UNGS SHALL BE DESIGNED AND CONSTRUCTED TO INSURE AN ADEQUATE SEAL TO THE POOL STRUCTURE AND SHALL INCORPORATE A CONVENIENT MEANS OF SEALING; FOR PRESSURE TESTING OF THE POOL CIRCULATION PIPING. WHEN MORE THAN ONE INLET IS REQUIRED, THE SHORTEST DISTANCE BETWEEN ANY TWO REQUIRED INLETS SHALL BE AT LEAST 10 FEET (3048 MM). -HEATER SHALL MEET ANSI -221.56 OR UL 1261 OR UL 559. -DISINFECTANT EQUIPMENT SHALL COMPLY WITH NSF 50. -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR MEET LOCAL CODE IF GREATER. -RESIDENTIAL SWIMMING BARRIER REQUIREMENTS TO MEET SECTONS 454.2.17 -WASTE DISPOSAL TO COMPLY WITH SECTION 454,2. 10 N Q 000 v U')"D m rn aw N H AOtT nN ¢bFG 0 e� d (% 'C �¢wa4 U) t O cry IT HAS BEEN CERTIFIED TI4AT THESE DESIGN REQUIREMENTS ARE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE R4501, 6TH EDITON 454.2-2017, ANSI/APSP/ICC 3, Er:: ANSUAPSPACC 4, ANSI/APSP/ICC 5, AND ANSUAPSPACC 6 AND Date:J ANSUAPSP/ICC 7, ANSUAPSP/ICC 14, ANSUAPSP/ICC I5. .Drawn Date 1, 2018 MJT ISLAND POOLS LLC Access this side Existing structure Existing home Existing wood deckgin to remain Barrie s pjar FBC2017 water Pool beam is 8"-9" elevation its even with existing patio decking ill be 23/8" paver decking ft raised spa!, 12" 6 therapy jets with 1'i.0" beam 2hp _ blower and 399K BTU gas h t If d " h 6 jets venly spaced with plead mark air and water 6, ea er wit easy M touch LEC, pool and spa -- --- .. ;-a, 120v Iights.Verify pool equipment location before setting Lig .A RD GRAY 334-5421 Owner: Anna Dyers State: Address: 328 loth Street Zip: City: Atlantic Beach FL 32233 Phone: Phone: POOL SPECS SIZE: 15x30 SQFT: 450 sft DEPTH: 3.5- 6 PERIMETER: 90 Ift EST TOTAL GALLONS: SKIMMERS: 1 RETURNS: 3 INTERIOR MATERIAL: SPECIAL: TILE: NOTES: (s SPA SPECS SIZE: Ift SQFT: ODEPTH:3.5ft PERIMETER: EST TOTAL GALLONS: SPILLWAY: RAISED HEIGHT: SKIMMERS: RETURNS: TILE: irseshoe bench INTERIOR MATERIAL: ies 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: 3"—♦ 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: C) (D LLJ Lo LLJ :D crLA- LA CL F— z0 I -- r Li F- 0 CIVOa 0118nd 031AVd S318VA AVM JO 1H0121 3AI80 VO 0 J, 013"d 3 F---- C'.1 N LJ ly- 0O f -Y —:D M C) <t V) 0 1 Z LLJ < ry ry 1--o LL- 0 0 C) 980 LL 0 C6 Z LL0 (L t 0, W 0 I— LLI Z LL Li ui < 0 C) LIJ z m n C-) Ld -J 313N3NOO ;7 V Z) L'i < 0C) i C) �- M L.L < w0 D UJ (Y Lli < V) C) ry ZZO w0 - 0 0Leicry Z z- x 0 ry w w ZTE Q 7) 0 (n o < C) ME D 0 Un :7, c ry j < 00 LLJ U) CL F— 0 Llj V) CJ CD fr- Lj 0 A LLJ C) (D LLJ Lo LLJ :D crLA- LA CL F— z0 I -- r Li F- 0 CIVOa 0118nd 031AVd S318VA AVM JO 1H0121 3AI80 VO 0 J, 013"d 3 F---- z 0 C� Lr) ca z Z Li CL LL0- T loo *02 t CL iOl JO 00'9L iSIM 3HI (0131) J0 -02L) �' za 00-xL mo I L" Q z < 0 n 0 az Ld D 0 N fo 0 <t V) 0 1 (01313 Z6-6ZL) 0 m 0 Z LL0 (L t W 0 l*02 �]ON3-4 MN11 NIVFD z 0 C� Lr) ca z Z Li CL LL0- T loo *02 t CL iOl JO 00'9L iSIM 3HI (0131) J0 -02L) �' za 00-xL mo I L" Q z < 0 n 0 az Ld D z N LL m 0 C) LIJ z N D 10 313N3NOO 0 Li D UJ (Y Lli 0) Z z- ZTE Io o < C) ME D ZZ F— 0 Llj V) CJ CD fr- LLJ z IZ, 0 -j < n o of 0 - z< LL- 0 U- ww !LZ LT 67 .0,0 L -(Z) IAJ < CL Ld 0 < < Wmino < UJ < z 3 j MW �JOiS L jois r4) WEU 0 U) L.Li F- LLJ LJJ L'i 1 >: z 0- LLI 0 DD m d vc o< C) (10 < < ry TOL w 0 Wp >- 2 Ell, z iji D C) 3�: ry V) LLJ 0 < z U) Nordej L 1 z 00 x 0- < F-ILJ a U) U) C) 0 C—) z UJ LLJ < % ir- -j a- 0 W o Qo LLJ Cj O t4) (.D - 0 N P5 moz z < 0 0 -0-1 -J 0 w Lli 0 LL. 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