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HomeMy WebLinkAboutPOOL PLANS*LOCATION OF GFI RECEPTACLE TO BE DETERMINED IN FIELD PER NEC 680 EQUIPMENT VERIFY EXACT PAD LOCATION IN PER FBC FIELD WITH R4507 22 EQ. LAYOUT 30" MIN. CLEARANCE IN FRONT FILTER SUPERVISOR ENOUGH TO ACCOMMODATE FUTURE HEATER �ACCESS�� 2.5" LINE TO FIRST TEE REMOVE 14" CONCRETE SUBFLOOR STRIP FOR NEW 12"X12" CONCRETE FOOTER FOR SCREEN ENCLOSURE FOOTS R'DFYAiL (2) #5 REBAR LEAVE EXISTING PAVERS IN THIS AREA 33 ft. 4 in. GENERAL NOTES 69 ft. 5 in. DECO DRAIN TO DRAIN AWAY FROM THE 1 HOUSE. DECO DRAIN TO BE ATLEAST V FROM 1 HOUSE. DECO DRAIN EXACT LOCATION TO BE 1 DETERMINED IN FIELD. 1 3" REMOVABLE LID DECO DRAIN IN TAN. ) I I I I I I I I I I I I I I I I I I I I I I I I I I L ASCIA 1. SWIMMING POOL CONSTRUCTION TO COMPLY W/ FLA. BLDG. CODE AND WITH ALL LOCAL ORDINANCES AND ZONING REGULATIONS. 2. SWIMMING POOL TO BEAR ON ROCK OR UNDISTURBED SAND. ALL WALLS AND FLOORS SHALL BE GUNITED OR POURED IN -PLACE CONCRETE W/ MINIMUM 3,000 P.S.I. CONCRETE (@ 28 DAYS) COMPRESSIVE STRENGTH. 3. ENGINEER SHALL BE NOTIFIED IF SOIL BEARING LESS THAN 2500 P.S.F., OR MUCK, SILT OR LOOSE, SOFT SOIL IS FOUND. A SOIL BEARING CAPACITY OF 2,500 P.S.F. HAS BEEN USED IN THE DESIGN. 4. REINFORCING BARS SHALL BE NEW BILLET, GRADE 40. S. ALL POOL PIPING TO BE P.V.C. SCHEDULE 40 MIN. AND BEAR THE N.S.F. APPROVAL. 6. BACK -WASH SHALL BE IN COMPLIANCE WITH LOCAL ORDINANCES. 7. DISPOSAL OF POOL WATER SHALL CONFORM TO LOCAL ORDINANCES. SURFACE GRADING SHALL CONTAIN WATER WITHIN PROPERTY LINES. PONDING SHALL NOT PERSIST FOR MORE THAN ONE HOUR. 5 ED SO THAT THERE IS NO CROSS 8. WATER SUPPLY & DISPOSAL HALL BE INSTALL CONNECTION WITH A DOMESTIC WATER SUPPLY OR WATER DISPOSAL SYSTEM. 9. GRATE AT MAIN DRAIN SHALL HAVE A FREE AREA OF 4X THE AREA OF THE SUCTION LINE wnem°97.anlaeuu.n.:vevloov 640-18XXV 10. HAIR & LINT STRAINERS SHALL HAVE A REMOVABLE SCREEN W/ A MINIMUM FREE AREA rv..var wmd..mN•ev OF 3X THE AREA OF THE SUCTION LINE. '=v�^"•wm^v°"Am°'om'w""'°"''P0tl"' ----- 11. ELECTRICAL: INSTALL WIRING & DEVICES AS SHOWN IN "POOL DATA" HEREON. LIGHT bW requtrem",rsdASMAt12198XWaMAHEAi12t9AX49 ehfin4:�i.A.•'' " CONNECTION TO CONFORM TO NATIONAL ELECTRICAL CODE- LATEST EDITION. bLaulennm2a.amLwu.enhep:u:,e,.:..l.m.w:rsx:c 1 °°'° 12- ALL METALLIC CONDUITS, PIPING SYSTEMS, REINFORCED STEEL, LIGHT FIXTURES & 11fm,oe:wnyrwy'1mL6vAa9mlcNa l '. HOUSING, METAL PARTS OF LADDERS, HANDRAILS, DIVING BOARDS & SUPPORTS TO BE w,o.mvuaalnv:,x"o..�A:amna,",dl,6.b BONDED TOGETHER & GROUNDED TO A COMMON GROUND. BONDING CONDUCTOR SHALL Uwwce#Bak D7.n D9 GW3k* NOT BE SMALLER THAN#8 COPPER. 13. NO OVERHEAD OPEN WIRE OVER POOL WATER. 14. CARTRIDGE FILTER SHALL HAVE A FILTRATION RATE NOT TO EXCEED 3 G.P.M. / S.F. OF nmY."".amrrA,me,.mrmm�gm "m:ym FILTER AREA. NO BACK -WASH REQUIRED. wbMnMvvlm '4.W.MYd:mle"vN mtlMm,MPa: .mm"rrAm•mr.,.ew,..�ewr,•. � 15. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE BEFORE ummwasa�•w.s.e.a+nme u:"d,:,m STARTING THE PROJECT. CONTRACTOR SHALL VERIFY LOCATION OF ELECTRICAL SERVICE . m.w."u.mawr.enw,on.,e:,. BY F.P.&L. COMPANY. lw W • °•' °" MtlOP'"'° pa9piv1tl '°"'px°` "°""""" 16. SPECIAL ATTENTION SHALL BE GIVEN TO EXISTING FOUNDATION TO PREVENT 1pn,yde .u¢,n UNDERMINING. wIwv wx, r I" 1;1 N G ear 10u 90 80 2 70 3 a 60 9 £" 50 n 40 9S 3 30 OWNER RESPONSIBLE FOR LOWERING GRADE IF NECESSARY CHILD SAFETY BARRIER COPING BY A8�G FENCE NO CLOSER THAN 1 20" FROM WATERLINE 2.5" PAVERS BY POOL BARRIER PER FRC R4501.17.1- SURFSIDE R4501.17.3 AND ANSI/NSPI-5-1995 SAFETY BARRIER PER FRC R4501.17.1- R4501.17.3 & ASTM5034-95, ASTM D3787- 4 THERAPEUTIC 89, ASTM 653-96 HYDROJ ETS , s" 1.5".._ R H H H H TILED BENCH EDGE R ITILED STEP EDGES DEEP COLOR LED 5' DEEP- -- -- Lo N POOLBOND PB-2008 WATER DECK GRID LOCATION OF WATER BOND VAC LINE SKIMM SWIMOUTS t5° (� _ 3 ft. _ WHEN PROVIDED SHALL M 22 ft. 6 in. BE AT 20" MAX. BELOW THE WATERLINE 30' PICTURE FRAME SCREEN IN THIS SECTION 36 ft. 1 in. SEPTIC TANK AND DRAIN FIELD. DECK IS 9, OUTSIDE POOL WALLi IS 11.5' FROM DRAINFIELD 2.7 VS FLO PRO PERFORMANCE CURVES POOL DETAyl 43 APPROVED MAIN DRAIN FRAMES 39 ANDGRATES PER V.G.B. ASME/ANSI 112.19.E-2007 3s rv� 4 I� 0 o w zo ao ao fio fio 70 so sp 100 110 120 130 140 150 160 fro 180 190 mo ibvr Rale a1 Pe, Mln b.f I •" " "i1 OUTSIDE ANGLE OF REPOSE 7� ( ENTIRE PER METER)MSG NOTES "•w'- 1 v rMM1bnLr. - 1. ALL STEPS AND SWIMOUT BENCH 3: AND FURTHER = 4" THICK WALLS W/#3 REBAR @ IT' O.C. EACH WAY EDGER WILL HAVE 2X6 CAPTLE BORDER _ 3' TO e' - 6" THICK WALLS WI#3 REBAR @ 12" O.C. EACH WAY PAVER DECK OR CONCRETE DECK OF OPPOSITE COLOR OF GEM FINISH FOR ��� enNNl 0' TO 3' = 8" THICK WALLS WN3 REBAR @ 12" O.C. EACH WAY VISIBILITY 2 HAND HOLD TO BE INSTALLED AT ARE WHERE DECK RAISED s6" 1 9 T ABOVE POOL °mr N.T.S. #8 GROUND WIRE a aD 3R SOIL HANDRAIL BONDING DETAIL j j NO SOLID COPPERB NO - o WHERE APPLICABLE i wrsI° WIRE WIAPPR CLAMPS 48" MAX PER NATIONAL ELECTRICAL CODE (ONE ON EACH SIDE OF WATER DEPTH .�TI_P POOL 4 TOTAL) 10" MIN. 8 GAUGE SOLID COPPER WIRE uy o -•q 1. TREAD IS MIN. OF 10- WIDE. _ 6 17' MAX. 2. RISER NOT GREATER THAN 1Y' EXCEPT IF MORE i THAN (3) TREADS ARE USED. EXCAVATION INTO THE ANGLE OF REPOSE IRLLOWABLE PROVIDED: ° ° 3. ALL STEPS TO BE SOLID GUNITi 3000 PSI. `SHORING IS INSTALLED AT EXfAVATION AND SHORING SHOULD BE SUFFICIENT TO SECURE SOIL FROM EROSION OR SETTLEMENT -AII -� • NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES aC 1�f r.'.., MINIMUM IV(MAXIMUM 24") FROM EDGE OF POOL ARGUN ' COMPACTOR TEST OF THE BACKFILLED MARTIAL ARE PROVIDED ENTIRE POOL PERIMETER BURIED 4" TO 8" DEEP AT C.O. OF THE SWIMMING POOL r 7 I '-'�) N.T.S. 20 10 0 FOR RESIDENTIAL AND THE ANSI/APSP-7 2006 FOR SUCTION ENTRAPMENT AVOIDANCE MINIMUM (2) SUCTION LINES PER PUMP 3 FT. SEPARATION OR SEPARATE PLANES 3" SUCTION LINE MAX 181 L G.P.M. TO FILTRATION PUMP 2" LINE TO FIRST TEE. E 20" max. ELECTRICAL DIAGRAM AND GFI OUTLET PER 2014 NEC ANSI-7/ANSI-15 :C PUMP = 2.7HP JANDY VARIABLE FLO PRO VARIABLE SPEED )W SPEED -36 GPM MAX 3H SPEED =120 GPM @ 46 TDH APPROVED WITH THE 2017 FLORIDA BUILDING CODE SUCTION PIPE @ 120 GPM = 5.63 FT/SEC. 6TH EDITION FOR RESIDENTIAL FT.ISEC. MAX. - SUCTION LINES) F�/SECHMAX. -PRESSURE LINES) SEC. SPECIFICATIONS i PRESSURE PIPE @ 120 GPM = 8.43 FT./SEC. MAX. WIDTH 12' MAX. LENGTH 22.5' ) FT./SEC. MAX. - PRESSURE LINES) MIN. DEPTH 3.5' MAX. DEPTH 5' 0 SO. FT. CARTRIDGE FILTER X 0.375 = 75 GPM SHAPE COST ELEVATION T.B.D ICKWASH VALVE NO FILL FROM EXCAVATION_ HAUL TILE INTERIOR FINISH GEM FILTER CS200 IPING SCHEMATIC PUMP MAKE PER FBC 4501.20 JANDY 2.7HP VS FLOPRO PUMP HP: P0OL2_7HP VS FLOPRO SPA- Na - EQUIPMENT LAYOUT N.T.S. FILTRATION PUMP COMPLIANT WITH ANSI/APSPIICC-15 2011 © LIGHTS POOL 1 CLR LED SPA NA TRNFORM: POOL 300 WATT SPA NA / VA MAIN DRAIN: POOL 2 SPA 0 SKIMMER (1) RETURNS: POOL 3 SPA 0 _JETS: POOL 4 SPA 0VALVED VAC LINE INCL FILL LINE NA DISCHARGE LINE TO GROUND CHLORINATOR JANDY TRU CLEAR SALT SYSTEM HANDRAIL NA LADDER NA DIVING BOARD_ _ NA SLIDE_ NA HEATER NA VACUUM HEAD INCL POLE INCL 4 1 VACUUM HOSE INCL BRUSH INCL LEAF SKIMMER INCL TESTKITINCL 3 2 TREE/STUMP REMOVAL _NA _- REMOVE EXISITING CONCRETE NA EGEND PUMP POOL PATIO NA SCREEN INC BY PIONEER 2" VACUUM LINE ELECTRICAL EDS INC 3" POOL MAIN DRAIN POOL PATIO BRICK PAVERS 2" SKIMMER LINE EXISTING PATIO REMOVE PAVERS (PARTIAL 2.5" POOL RETURN LINE TO FIRST TEE, 1.5" TO POOL DECK DRAIN INC JANDY TRUE CLEAR SALT SYSTEM GALLON CAPACITY -POOL 9,088 GAL. GALLON CAPACITY -SPA NA TURN -OVER RATE 6 hfs TERMITE TREAT INC BARRIER INC 1.5" TO WASTE OR DISCHARGE TO GROUND MAX. WATER VELOCITY - 6 ft./s FROM TRUNK LINES TO 8 ft./s SUCTION LINES, 10 Rs MAX RETURN LINE 2.7HP JANDY VARIABLE FHPM PUMP WITH WIAPPR HAIR AND LINT STRAINER SKIMMER MIN. FLOW 25 GPM CARTRIDGE FILTER W/ PRESSURE GAUGE AND AIR RELIEF VALVE SURFACE AREA OF POOL -270 SO. FT 69 LN FT VALVES (TYPICAL) A. ALLEN ENGINEERING LLC, CA NO.33042, INSTALL PERMA-CAST WATER BOND OR APPROVED EQUAL TIED TO PUMP 2367 77N STREET, LA VERNE, CA, 91760 ROUND W/ #8 SOLID COPPER & APPROVED LUG (MIN. 9 SQ. IN SURFACE AREA (POSED TO WATER) PER MFGR'S SPECS (FIELD VERIFY LOCATION) ELECTRICAL DIAGRAM N.T.S. MANUAL MOTOR STARTER SWITCH JANDY TRUE CLEAR SALT SYSTEM 2.7HP VARIABLE SPEED JANDY PUMP ! -. POOL PANEL W/ 80 AMP MOTOR WITH BUILT-IN OVERLOAD ~ BRKR & (2)46 & (2) #10 GND / SWITCH W/3- #10 THHN CU WITHIN Y2" THHN CU IN 1" RPVC CONDUIT MIN. CONDUIT (GFCI PROTECTED) S.P.S.T. TOGGLE SWITCH (1) POOL LIGHTS (GFI NOT REQUIRED) JUNCTION BOX U ` TIME CLOCK PUMP BOND W. P. DISCONNECT BACK TO PO L 12 VOLT TRANSFORMER ALL ELECTRICAL TO COMPLY WITH 2O14 NATIONAL ELECTRIC CODE. ELECTRICAL CONTRACTOR TO VERIFY DEQUATE CAPACITY AT POINT OF CONNECTION Z. 3412 THHN CU WITHIN %" MIN. CONDUIT FOR POOL LIGHT(S) 3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC. w/#8 SOLID, BARE COPPER. t. PROVIDE W.P.G.F.I. OUTLET 10' MIN. -20' MAX. FROM WATER'S EDGE. 3" PLUMBING LINES FROM S. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.22(B) - SUMPWl3"TEE SCANNED 6 FPS MAX BYSt• Lucie COu* BRICK PAVER POOLPATIO/j NOTE:REMOVEGRATE& WATER LEV€L WELL POINT PLUG FROM MAIN DRAIN & ATTACH AUX. PUMP N a LINE WHEN EMPTYING POOL 6'"X6" TILE 4I M" FROM PAVER PO PATIO Z cD 1" LIGHT POWER INTERIOR CONDUIT SUPPLY GRATE SHALL FINISH TYPICAL WALL UNDERWATER BE SECURED IN SECTION & NDERWATE NO PLACE SO WELL POINT LIGHT LIGHT DETAIL THAT TOOLS (�F NICHE (NO SCALE( ARE REQUIRED (NO SCALE) APPROVED FOR REMOVAL STEEL-TEX FORM GROUND CLAMP R KRAFT WALL #3 @ 12" O.C.B.W. CONTINUOUS BOND WIRE NOTE: FOR DEPTHS COMMON TO POOL STEEL, THREADE REATER THAN 6' ADD 1- POOL FINISH RAILS &EQUIPMENT PLUG #3 COVE BAR @ 6" O.C. TO PUMP -� GRAVEL BED AARON H. ALLEN PE, FL REG. NO. 86620 FL JOB NAME: MYERS ADDRESS: 12321 S INDIAN RIVER DR JENSEN BEACH FL 34957 PERMIT NO.: DATE DRAWN: JUNE 10TH • 2019 DRAWN BY: BOBBY AUSTIN CHECKED BY: AARON H. ALLEN CUSTOMER APPROVAL: SCALE: 1/4" = 1' CONCRETE ft-1 POOLS, INC. 1 ROW OF WATERLINE TILI WA #3 STEEL @ 12" O/C E.W. FLOOR SLOPE FLQQR SLOPES S,�L_L. BE REAQpBLFORM AND C4M�Y-WIITH ARTICLES5.6.1 THIRD 5 6 3 41/2" THICK lI - LIGH 5, WALLS SHALL NOT 6" THICK SLOPE GREATER THAN 11° CYCOLAC MAIN MAIN DRAINN 19.5 3' 22.51 ' TYPICAL SECTION THRU POOL (NO SCALE) ��,I���88 r JU(t nI„-I REVIEWty rvn CODE COMPLIANCE ST. LUCIE COUNTY BOCC