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HomeMy WebLinkAboutConstruction PlanREMOVE EXISTING CONCRETE AND SCREEN x N N /P SWIMOUTS WHEN PROVIDED SHALL BE AT 20" MAX. BELOW THE WATERLINE 20" m 18" I.T.S. Per F.R.C. 4501.18 AND ANSI/ NSPI5-2003 HEMAT-IC MUST HOLD 35 PSI FOR AT :::LEAST 30 MIN. (NO SCALE) _- FILTER RETURN LINE WASTE SKIMMER I (2) MAIN DRAINS G�Q� MIN. 3' APART I� © I J HAIR & LINT CATCHER (COMPONENT OF PUMP) PUMP 5 ft. 2 in. 28 ft. 2 in. x 20 ft. M n nnn TILED BENCH EDGE WITH 4 HYDRO JETS IN WALL 3.5' D€EP___ TILED STEP EDGES 20 ft. 5.5' DEEP N ------------------------------ COLOR LED -- : : OO 4 ft. ft ft VAC LIGHT SKIMMER 20 ft. 4 in. I C a 42 n EXISTING TRUSS COVERED PATIO, STAIN TO MATCH NEW POOL DECK 5 ft. wale, ayredaaicalBullelimVG82009 640-IBXXV 8" Round Ton Flo Drain and Frame Waterway drain covers are compliant in the latest Consumer Safety Product Commission requirement51CP5C1.Listed and Certified and Tested in stuctaccordance- =- tothe requirements of ASME Al 13.19.8-2007and ASMEA112.19IM-2008 asdefined in CP5C letter dated Apol 8, 2011. Certified by: Underwriters Laboratories, Inc., 2929 E.Imperial Highway, Suite too, Brea, CA 92a21-6729. Waterway 64 31,x Vseries covers and frames are available in: LI White 0 Black ❑ Gray ❑ Dark Gay ❑ Beige mWMIN AnurvaamdMnW°"�+'AA�aa0pP4.okY9tlNSM,YIWe+k . aaewpt'mAeAN9�lmutln,m iauaeny4ha".mW4�tm'r9u oeunduro m"ib aapatnvaltlaYimeemilmlenl,wxwlagn mmedraumet newel Hmm9mmmrtapia q%tlue9anaV6boMaaR4ae�+4aMmitllanaAHtwemeeam+m0mau . aWxeimpeflNplmNauaM1lmalouaM4rmmemap9lNmYMgFa,aw. mmretlnay . Wal+unim6mgrMawMlmrotw>aan9vn+canNrehxWahnMranogxu+..Ivalhlon,ixammoawMmwilmpcp+uq NwagNbwmaann+kntlrtlawA95P, .@ema+MimryMOlbxnieWgndmeel,kllwrmtalaml'ert0aeimnwulnmv Vt5§nlvE+ml[nf 9ma�°w^mnldlrtr9nptl'rtlepavW,SueWirimtri MNak IMA W/NNAtIL19ANa/1. Maddlia Dmidiptloa SIR B al Open A+ea Floor Raw Rate WaRNew Rate Bow RaWGPM 5,1 a.1robin 6PM GPM @15 use, 640-1810(V B4fb r 14S 153 pa" PartBv. Oestdpdnp - . 6024MV r NIMnralled Spew 32xsla 42iM8"iNNoOraMfarer 641 VINFb Drain FRme 5/'' 8,9-00051� a922d00V ca2a10 i l]�i11AR.173 1.19e Bmtm m=m9 ®t011 WalmpryPlasRts•Rw511mjsRmd, Oana,d CA 93B0•Ph.M5.901.@62•walema7@watt,wrypUsdumm www.waterwaYPfanics.mm F-MAn NOTE: POOL PUMP MOTOR LOCATED ELECTRICAL DIAGRAM AND ABOVE GRADE. PROVIDE SEPARATE GFI.OUTLET PER 2011 NEC CIRCUIT FOR PUMP MOTOR(S)AND (NO SCALE) HEATER(S) ETC RAIN TIGHT OUTDOOR PANEL NOTE: INSTALL 125V 15 AMP .ELECTRICAL (SIZED PER LOAD) WEATHERPROOF DUPLEX TO MAIN SERVICE PANEL RECEPTACLE AT LEAST 10' IN APPRO G.F.I AWAY AND NOT -MORE THAN - OUTLET 20' FROM THE INSIDE WALL OF (SIZED PER LOAD) O DOOR TIME -CLOCK THE POOL WIRING TO POOL LIGHT IN APPROVED CONDUI PUMP MOTOR UL APPROVED DECK E BOX FOR DIRECT (1) POOL PANEL AND SWITCHES MUST BE CONNECTION TO W AT LEAST V FROM THE INSIDE WALL OF NICHE THE POOL PO LIGHT . (2) ALL ELECTRICAL WIRING AND SWITCH EITHER EQUIPMENT MUST INSTALLED IN UNDERWATER INDOOR OR ACCORDANCE WITH THE 2011 EDITION OF LIGHT r OUTDOOR THE NATIONAL ELECTRICAL CODE APPROVED WIRING IN 1"SCH 40 PVC W/ #8 0 (3) PROVIDE PROPER WORKING BONDING CONDUCTOR CLEARANCE SPACES FOR ELECTRICAL EQUIPMENT AS PER HO-26 OF NFPA 70 aft. POOL BARRIER PER FRC R4501.17.1- R4501.1.17.3 AND ANSIINSP15-1995 SAFETY BARRIER PER FRC R4501.17.1- R4501.17.3 & ASTM5034-95, ASTM D3787- 89, ASTM 653-96 DIRECTIONS: PRIMA VISTA WEST TO PGA, GO THROUGH GUARD GATES AT PGA, MAKE FIRST LEFT ON PLANTATION LAKES DR, TURN LEFT ON BELFRY, HOUSE IS ON LEFT HOMEOWNER IS GEORGE TOWNLEY CELL IS: 206-484-8757 c N M EQUIPMENT PAD EQ PER FBC E Q] 4501.22(9.2) *LOCATION OF GFI RECEPTACLE TO BE DETERMINED IN FIELD PER NEC 680 W.L. #8 SOLID COPPER BOND WIRE W/ APPR. CLAMPS (ONE ON EACH SIDE OF POOL 4TOTAL) FOOTER_DETAIL (1) #5 REBAR OR (2) # 3 REBAR 8"LL111-4 8" NO SCALE OUTSIDE -ANGLE OF REPOSE V AND FURTHER = 4" THICK WALLS W/#3 REBAR @ 12" O.C. EACH WAY T TO 6' = 6" THICK WALLS W/#3 REBAR @ 12" O.C. EACH WAY 0' TO 3' = 8" THICK WALLS W/#3 REBAR @ 12" O.C. EACH WAY 9 ft. 3 3 v m 6D 3 ft. i / y / an I& OW tU T9 , O 24lt EXCAVATION INTO THE ANGLE60� F REPOSE IS ALLOWABLE PROVIDED: SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES COMPACTION TEST OF THE BACKFILLED MARTIAL ARE PRoviri AT C 0 OF THE SWIMMING POOL I 18" MIN. ( ENTIRE PERIMETER) PAVER DECK OR CONCRETE DECK EQUIPOTENTIAL BONDING GRID DETAIL PER N.E.C. 2011 SEC. 680.26 (WHERE ADOPTED) POOL PATIO WATER LEVEL gPOWER FRO °r° 1" LIGHT POW SUPPLY Z CONDUIT UNDERWATER UNDERWATER LIGHT LIGHT DETAIL APPROVED (NO SCALE) GROUND CLAMP CONTINUOUS BOND WIRE COMMON TO POOL STEEL, RAILS & EQUIPMENT POOL FINISH N41 8 GAUGE SOLID COPPER WIRE-- �- MINIMUM 18" FROM EDGE OF POOL AROUND ENTIRE POOL PERIMETER BURIED 4" TO 6" DEEP VS-FHP1.0 PERFORMANCE CURVES O 90 _80 LL O 70 w U__ O so Q Lu T 40 v_ 30 Q 2 20 J 10 Q O u a APPROVED WITH THE 2014 FLORIDA BUILDING CODE 5th EDITION FOR RESIDENTIAL GENERAL NOTES: 1. SWIMMING POOL CONSTRUCTION TO COMPLY WI FLA. BLDG. CODE AND WITH ALL LOCAL ORDINANCES AND ZONING REGULATIONS. 2. SWIMMING POOL TO BEAR ON ROCK OR UNDISTURBED SAND. ALL H 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 t90 200 WALLS AND FLOORS SHALL BE GUNITED OR POURED IN -PLACE FLOW GPM 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 2,600 P.S.F. HAS BEEN USED IN THE DESIGN. POOL DETAIL 4. REINFORCING BARS SHALL BE NEV1 -- BILLET, GRADE 40. APPROVED MAIN DRAIN 5. ALL POOL PIPING TO BE P.V.C. FRAMES AND GRATES APPROVED WITH THE 2014 FLORIDA BUILDING CODE 5'"EDITON FOR RESIDENTIAL AND THE SCHEDULE 40 MIN. AND BEAR THE PER V.G.B. ASME/ANSI ANSIIAPSP-72WB FOR SUCTION ENTRAPMENT N.S.F. APPROVAL. 112.19.8-2007 AVOIDANCE 6. BACK -WASH SHALL BE IN a a COMPLIANCE WITH LOCAL MINIMUM _(2)_SUCTION LINES PER PUMP 3 FT.- ORDINANCES. SEPARATION OR SEPARATE PLANES 7. DISPOSAL OF POOL WATER SHALL CONFORM TO LOCAL ORDINANCES. 3 FT. MIN�� SURFACE GRADING SHALL CONTAIN 4 a - -----.--..--- 2" RETURN WATER WITHIN PROPERTY LINES. LINE PONDING SHALL NOT PERSIST FOR . MORE THAN ONE HOUR. 8. WATER SUPPLY & DISPOSAL SHALL a a 4 BE INSTALLED SO THAT THERE IS NO a PLUMBING LINES CROSS CONNECTION WITH A 3" SUCTION LINE ROM SUMP W/ 3" DOMESTIC WATER SUPPLY OR MAX181GPM TEE WATER DISPOSAL SYSTEM. TO FILTRATION PUg�p 9. GRATE AT MAIN DRAIN SHALL Ft FI MA HAVE A FREE AREA OF 4X THE AREA OF THE SUCTION LINE MISC-._NOTES 1. ALL STEPS AND SWIMOUT BENCH EDGES WILL HAVE 2X6 CAPTILE BORDER OF OPPOSITE COLOR OF GEM FINISH FOR VISIBILITY 2. HAND HOLD TO BE INSTALLED AT Aytl WHERE DECK RAISED +6" ABOVE POOL- _ _ e - _ I l 48" MAX " WATER DEPTH A � 10" N. ra 12" n N.T.S. 10. HAIR & LINT STRAINERS SHALL HAVE A REMOVABLE SCREEN W/ A MINIMUM FREE AREA OF 3X THE AREA OF THE SUCTION LINE. 11. ELECTRICAL: INSTALL WIRING & DEVICES AS SHOWN IN "POOL DATA" HEREON. LIGHT CONNECTION TO CONFORM TO NATIONAL ELECTRICAL CODE- LATEST EDITION. 12. ALL METALLIC CONDUITS, PIPING SYSTEMS, REINFORCED STEEL, LIGHT FIXTURES & HOUSING, METAL PARTS OF LADDERS, HANDRAILS, DIVING BOARDS & SUPPORTS TO BE BONDED TOGETHER & GROUNDED TO A COMMON GROUND. BONDING CONDUCTOR SHALL NOT BE SMALLER THAN #8 COPPER. 13. NO OVERHEAD OPEN WIRE OVER POOL WATER. 14. CARTRIDGE FILTER SHALL HAVE A #8 GROUND WIRE FILTRATION RATE NOT TO EXCEED 3 HANDRAIL BONDING G.P.M. / S.F. OF FILTER AREA. NO DETAIL BACK -WASH REQUIRED. STEPS WHERE APPLICABLE IS. CONTRACTOR SHALL VERIFY ALL PER NATIONAL DIMENSIONS AND CONDITIONS AT _ ELECTRICAL CODESITE BEFORE STARTING THE STEP DETAIL PROJECT. CONTRACTOR SHALL 1. TREAD IS MIN. OF 10" WIDE. VERIFY LOCATION OF ELECTRICAL 2. RISER NOT GREATER THAN 12" SERVICE BY F.P.&L. COMPANY. EXCEPT IF MORE THAN (3) TREADS 16. SPECIAL ATTENTION SHALL BE ARE USED. GIVEN TO EXISTING FOUNDATION TO 3. ALL STEPS TO BE SOLID GUNITE PREVENT UNDERMINING. 4000 PSI. OVERPOUR BEND INTO DECK @ 48" 1/4" PER FT. SLOPE NOTE: REMOVE GRATE & (OR CAP TILE, O.C. MAX. WELL POINT PLUG FROM WHERE MAIN DRAIN & ATTACH APPLICABLEa AUX. PUMP LINE WHEN 6"X6" TILE MPTYING P 4" SLAB \ INTERIOR 2500 FIBER MtX'' GRATE SHALL BE FINISH TYPICAL WALL SECTION & SECURED IN PLACE 4112" TYP. WELL POINT SO THAT TOOLS WALL ARE REQUIRED FOR REMOVAL THREADED PLUG GRAVEL BED 6" TYP. FLOOR TO PUMP -► (NO SCALE) STEEL-TEX FORM OR 1 RAFT WALL #3 @ 12" O.C.S.W. )TE: FOR DEPTHS GREATER AN 6' ADD 1- #3 COVE BAR @ 6" O.C. NEE #3 STEEL @ 12" O/C E.W. FLOOR SLOPES �. FLOOR SLOPES SHALL BE REASONABLY UNIFORM AND COMPLY WITH ARTICLES 5.6.1 THE SLOPE OF THE FLOOR FROM THE SHALLOW END WALL TOWARDS THE DEEP AREA SHALL NOT ExeEEB I FOOT IN 7 FOOT +L SECTION THRU POOL (NO SCALE) 17, SPECIFICATIONS MAX. WIDTH 12' MAX. LENGTH 20' ----- - -- ------ MIN. DEPTH 3.5' MAX. DEPTH 5.5' SHAPE CUST ELEVATION T.B.D FILL FROM EXCAVATION HAUL TILE INTERIOR FINISH GEM FILTER CS260 PUMP MAKE JANDY 1HP VS FLOPRO _ PUMP HP: POOL 1HP VS FLOPRO SPA NA FILTRATION PUMP COMPLIANT WITH ANSIIAPSPIICC 15 2011 LIGHTS POOL 1 CLR LED SPA NA _ TRNFORM: POOL 1 300 WATT SPA NA MAIN DRAIN: POOL 2 SPA NA SKIMMER (1) RETURNS: POOL 3 SPA NA JETS: POOL SPA NA VALVED VAC LINE_ INCL FILL LINE INCL DISCHARGE LINE TO GROUND CHLORINATOR JANDY TRUE CLEAR SALT SYSTEM HANDRAIL NA LADDER NA DIVING BOARD NA _ SLIDE NA HEATER_ NA VACUUM HEAD INCL POLE INCL VACUUM HOSE INCL BRUSH INCL LEAF SKIMMER INCL TEST KIT INCL TREE / STUMP REMOVAL NA REMOVE EXISITING CONCRETE NA PUMP POOL PATIO NA__ SCREEN BY PIONEER ELECTRICAL INCL POOL PATIO _ CONCRETE FLOCRETE EXISTING PATIO _STAINTO_MATCI_ DECK DRAIN INC GALLON CAPACITY -POOL 7 181 GAL. GALLON CAPACITY -SPA NA TURN -OVER RATE6 hrs _ TERMITE TREAT INC BARRIER INC MAX. WATER VELOCITY - 6 ft./s FROM TRUNK LINES TO 8 ftJs SUCTION LINES, 10fps MAX RETURN - LINE _ SKIMMER MIN. FLOW 25 GPM SURFACE AREA OF POOL_240 SQ._FT 64 LN_FT JOB NAME: TOWNLEY ADDRESS: 8418 BELFRY PL, PORT ST LUCIE, FL PERMIT NO.: DATE DRAWN: SEPTEMBER 20T" . 2017 DRAWN BY: JASON BARAN JB DESIGNER APPROVAL: CUSTOMER APPROVAL: SCALE: 114" = 1' ❑ 4& CONCRETE POOLS, INC T LU­u=_;rutiTv tI DIVIS110,D1 ,.lz:, E 1<rPT1 1 01 11zf> iI /t� I •qam,-- CYCOLAC MAIN DRAIN RAY REINHARD PE # 47041 6" THICK K3 41/2" THICK WALLS SHALL NOT SLOPE GREATER THANII. 1010 Easter Lilly Lane Unit 203 Vero Beach, FL 32963