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HomeMy WebLinkAboutApproved PlansVS-FHP1.0 PERFORMANCE CURVES OUTSIDE ANGLE OF REPOSE WAND FURTHER = 4" THICK WALLS W1#3 REBAR @ 12" O.C. EACH WAY 3' TO 6' = 6" THICK WALLS W/#3 REBAR @ 12" O.C. EACH WAY O' TO 3' = 8" THICK WALLS W/#3 REBAR @ 12" O.C. EACH WAY 9 ft. 6 ft. N 3 e} fD - B0 3 ft. / y I 1 � I y 1Lo O 1 4. Lo 4: 4c O - 4l I. Q EXCAVATION INTO THE ANGLE OF 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 PROVIDED AT C.O. OF THE SWIMMING POOL SWIMOUTS WHEN PROVIDED SHALL BE AT 20" MAX. BELOW THE WATERLINE 20"T 18" N.T.S. Per F.R.C. 4501.18 AND ANSI/ NSPI-5-2003 (NO SCALE) FILTER RETURN LINE WASTE SKIMMER• II• (2) MAIN DRAINS MIN. X APART O HAIR & LINT CATCHER (COMPONENT OF PUMP) O / /TILED BENCH R EDGE 6' DEEP DO �O 88 ft. SKIMMER VAC LINE 8 ft. a � � 15'X30' POOL �O 3.5' DEEP TILED STEP EDGES R PERIMETER FENCING AND DOOR AND POOL BARRIER PER FRO R4501.17.1- WINDOW ALARMS R4501.1.17.3 AND ANSI/NSPI-5-1995 INSTALLED BY HOMEOWNER SAFETY BARRIER PER FRC R4501.17.1- R4501.17.3 & ASTM5034-95, ASTM D3787- 89, ASTM 653-96 PUMP EXISTING TRUSS COVERED PATIO 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 ECTRICAL PANEL NOTE: INSTALL 125V 15 AMP (SIZED PER LOAD) WEATHERPROOF DUPLEX TO MAIN SERVICE PANEL G.F.I RECEPTACLE AT LEAST_10' IN APPRO AWAY_AND NOT MORE THAN (SIZED PER LOAD) OUTLET 20 FROM THE INSIDE WALL OF 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 5' 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 OUTDOOR THE NATIONAL ELECTRICAL CODE APPROVED WIRING IN 1"SCH 40 PVC W/#8 (3) PROVIDE PROPER WORKING BONDING CONDUCTOR CLEARANCE SPACES FOR ELECTRICAL EQUIPMENT AS PER HO-26 OF NFPA 70 waterwey1fechnical BnBvc ea n-m2D4• 640-18XX V �. r Round Tru Flo Drain and Frama Waterwaydrain corers are compliarnto the latest Consumer Safety Product Cammissionrequimments(CPSC).LlstedandCerUfiedand Tenedlnstric[acmrdance %- totherequirementsof A5MEA112.19.8-200Land ASMEA112.19.Ba-200E asdefined in CPSC letter dated April 8, 2011. Certified by! Underwriters Laboratories In" ••••• A 2929 E.Imperial Highway, Suite 100, Brea, CA 92821-6729. • .''�. Waterway 646311x V series corers and flames are available Im ❑ White M Black ❑ Gray f I Dark Gray ❑ Beige wmxWm .Ammvwndmm YlMai§fRam mtle6lC pYWnYAkWNNL[fimmtlel5p-MPMImf[�myadagLmnlm4tlmwmmlbNmg�bafA VMe4m6uyor aexmedxeli+.AwbrJllmdAenmlkaamammtlwnlmllmaelna6 rwwx4lwWSL animwNbpmmap4imrcxpAl . R!.emamy�Amlenamnewagxmxiw4,anabMwvaomAtlmmamN wamrtw.mAaownn.ommum.aanwmnma•arwwy'b,Yw. wm+lh a,awMAAIWg�Imek4mmmwNyxwrmmNehr*wMmNmngaea.. k'atlBtim,reamrtdetiiwnmxlebpxpuaplidihElnmmAememNNelnm APSP, .Nex,Nmmw"oPowmeNieweaaNelWmxdmraaaawmatlmmm wS¢tlukmtl[H[gahYu,ewiMmBlrygYrNzllamalSwntllail miu. AA44.e PSNFfNR AI I119 aHI9. RadelNa Desaiptlan Slm VAOpwluma GPM rFlaweate WaMr1 S�e Fbw Bale GPM _ Siam 640-ISXXV IN Be 8• _ 14.8 153 96 _ 68 I Neeso PaAlk uesanda, >, 642-14X s TMNDssteeracew Rzge �"'^ 642-24MV rfinu la0m0(9Rr e42214X 8'Tm FloOnln Frame .178 i -✓ _T dam m<aD r ®2011 WalawPRasBn•22005turys Amd,Omald,(A 930N•PhA0S.9B1.0762�watenlag@walmra)plastics.mm•www.waserwayph4la.mm mrmamn W.L. #8 SOLID COPPER BOND WIRE W/ APPR. CLAMPS (ONE ON EACH SIDE OF POOL 4 TOTAL) FOOTER DETAIL (1) #5 REBAR OR (2) # 3 REBA 8" O 8" NO SCALE 18" MIN. ( ENTIRE PERIMETER) PAVER DECK OR CONCRETE DECK EQUIPOTENTIAL BONDING GRID DETAIL PER N.E.C. 2011 SEC. 680.26 (WHERE ADOPTED) EQ VERIFY EXACT LOCATION OF EQ PAD IN FIELD WITH HOMEOWNER POOL PATIO WATER LEVEL 8 GAUGE SOLID COPPER WIRE I I i i i t l i `LOCATION OF GFI RECEPTACLE TO BE DETERMINED IN FIELD PER NEC 680 POWER �_ 1" LIGHT SUPPLY z CONDUIT M UNDERWATER UNDERWATER LIGHT LIGHT DETAIL APPROVED (NO SCALE) GROUND CLAMP je CONTINUOUS BOND WIRE COMMON TO POOL STEEL, RAILS & EQUIPMENT POOL FINISH MINIMUM 18" FROM EDGE OF POOL AROUND ENTIRE POOL PERIMETER BURIED 4" TO 6" DEEP to O s = a LL LU LWL. 6 S Q W T 4 V 3 Q Z z J 1 H 3450 RPM • APPROVED WITH THE 2014 FLORIDA BUILDING CODE 5t EDITION FOR RESIDENTIAL 'S0 Fi V GtNtKAL NV 1 t5: r`u-RVM HIGH SPEED 117 GPM 1. SWIMMING POOL CONSTRUCTION vtJupr,. TO COMPLY W/ FLA. BLDG. CODE AND WITH ALL LOCAL ORDINANCES AND LOW SPEED 28 GPM ZONING REGULATIONS. to m 30 40 SO M m b to tao n2. SWIMMING POOL TO BEAR ONo t2o tlo too tso too tTo ttro tto mo ROCK OR UNDISTURBED SAND. ALL FLOW GPM 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 2600 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. 5. ALL POOL PIPING TO BE P.V.C. SCHEDULE 40 MIN. AND BEAR THE N.S.F. APPROVAL. POOL DETAIL APPROVED MAIN DRAIN FRAMES AND GRATES PER V.G.B. ASME/ANSI 112.19.8- 2007 • MINIMUM (2) St a a SEPARATK a a • a a 3" SUCTION LINE LL MAX 181 GPM TO FILTRATION PUMP 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. 8. WATER SUPPLY & DISPOSAL SHALL BE INSTALLED SO THAT THERE IS NO CROSS 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 10. HAIR & LINT STRAINERS SHALL HAVE A REMOVABLE SCREEN W/ A MINIMUM FREE AREA OF 3X THE ARE 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 MISC._NOTES SYSTEMS, REINFORCED STEEL, LIGHT 1. ALL STEPS AND SWIMOUT BENCH FIXTURES & HOUSING, METAL PARTS EDGES WILL HAVE 2X6 CAPTILE OF LADDERS, HANDRAILS, DIVING BORDER OF OPPOSITE COLOR OF GEM BOARDS & SUPPORTS TO BE BONDED FINISH FOR VISIBILITY TOGETHER & GROUNDED TO A 2. HAND HOLD TO BEa COMMON GROUND. BONDING WHERE DECK RAISE CONDUCTOR SHALL NOT BE ABOVE PO _ SMALLER THAN #8 COPPER. 13. NO OVERHEAD OPEN WIRE OVER ROUND WIRE POOL WATER. ONDING 14. CARTRIDGE FILTER SHALL HAVE A DETAIL FILTRATION RATE NOT TO EXCEED 3 48" MAXTEPS WHERE APPLICABLE GP.M. / S.F. OF FILTER AREA. NO WATER PER NATIONAL BACK -WASH REQUIRED. DEPTH ELECTRICAL CODE 16. CONTRACTOR SHALL VERIFY ALL STEP DETAIL DIMENSIONS AND CONDITIONS AT TREAD IS MIN. OF 10" WIDE. SITE BEFORE STARTING THE 12"ISER NOT GREATER THAN 12" PROJECT. CONTRACTOR SHALL M'1X.CEPT IF MORE THAN (3) TREADS VERIFY LOCATION OF ELECTRICAL ARE USED. SERVICE BY F.P.&L. COMPANY. 3. ALL STEPS TO BE SOLID GUNITE 15. SPECIAL ATTENTION SHALL BE 4000 PSI. GIVEN TO EXISTING FOUNDATION TO N.T.S. PREVENT UNDERMINING. 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 �� M 4" SLAB INTERIOR 2600 FIBER MtX� GRATE SHALL BE FINISH TYPICAL WALL SECTION & SECURED IN PLACE 41/2" TYP. WELL POINT SO THAT TOOLS WALL ARE REQUIRED FOR REMOVAL (NO SCALE) STEEL-TEX FORM OR 6" TYP. KRAFT WALL FLOOR #3 @ 12" O.C.B.W. NOTE: FOR DEPTHS GREATER THREADED AN W ADD 1-#3 COVE BAR @ PLUG 6" O.C. #3 STEEL @ 12" O/C E.W. FLOOR SLOPES SHALL BE REASONABLY UNIFORM AND COMPLY WITH ARTICLES 6.6.1 THRU 5.6.3 THE SLOPE OF THE FLOOR FROM THE SHALLOW END WALL TOWARDS THE DEEP FOOT IN 7 FOOT ,L SECTION THRU POOL (NO SCALE) 26' SPECIFICATIONS MAX. WIDTH 15' MAX. LENGTH 30' MIN. DEPTH 3.5' MAX. DEPTH 6' SHAPE OUST ELEVATION T.B.D FILL FROM EXCAVATION STOCKPILE TILE INTERIOR FINISH GEM FILTER CS200 PUMP MAKE JANDY 1HP VS FLOPRO PUMP HP: POOL 1HP VS FLOPRO SPA NA FILTRATION PUMP COMPLIANT W?N ANSYAPSPIICC-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 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 NA ELECTRICAL BY OTHERS POOL PATIO CONCRETE FLOCRETE EXISTING PATIO NA DECK DRAIN INC GALLON CAPACITY -POOL 12,151 GAL. GALLON CAPACITY -SPA NA TURN -OVER RATE 6 hrs TERMITE TREAT INC BARRIER INC MAX. WATER VELOCITY • 6 ft./s FROM. TRUNK LINES TO 8 ft_.Is SUCTION LINES 10fps MAX RETURN LINE_ SKIMMER MIN. FLOW 25 GPM SURFACE AREA OF POOL -342 SQ. FT 77 LN_FT TERM JOB NAME: WRIGHT ADDRESS: 4609 PINE TREE DR. FORT PIERCE, FL C PERMIT NO.: DATE DRAWN: AUGUST 28TH . 2017 DRAWN BY: JASON BARAN DESIGNER APPROVAL: JB CUSTOMER APPROVAL: ST. Luc SCALE: 1/4" = V RF,VIEV DATE PLANS OR NO OL CONCRETE POOLS, INC. CYCOLAC MAIN DRAIN RAY REINHARD PE # 47041 6" THICK 4' 4'/:" THICK WALLS SHALL NOT SLOPE GREATER THAN 11 1010 Easter Lilly Lane Unit 203 Vero Beach, FL32963 TETREATlvlE1IT VrolJIRE THESE PLANS AND ALL PROPOSED WO ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THA' MAY M NFC+Ts8e411Y IN ORDER TO COMPLY WITH ALL APPLIOAb6ESPpE: CE4.ED FASTENEPAS OI", ATTACH'91E�i �; ARE THE RESFONS 111IY OF THE CONTRACTOR OF RECORD 171(, aS3� T' +'OIiXTY PISS C Pn� Slnl ED FOR CONWL NCE ED BY - ND JERMFT IMU,3T BE JaPT OP VSPECTIO N WILL SE NL4DE. File Copy 4' 0 9 0 LOT 24 BLOCS 36 VACANT 0' 20, 40' 60' A ARC LENGTH A/C AIR CONDITIONER CBS CONCRETE BLOCK STRUCTURE CA CENTERLINE CONC CONCRETE CM ' CONCRETE M,ONU�T____ DEG OR DEGREE ELEV ELEVATION FFE FINISH FLOOR ELEVATION FND FOUND ID IDENTIFICATION NUMBER IP IRON PIPE IR IRON ROD IRC IRON ROD & CAP LB LICENSED BUSINESS LS LICENSED SURVEYOR ?Y & TOPOGRAPHIC SURVEY LYING IN ST. LUCIE COUNTY, FLORIDA BY: ....................... I r ( I I x I x 16,02 I FND S/8"LRC r j UNREADABLE isa rl r a 4 ado ahA {n ` 1 a FAD 519"L1?C LB,4 21" 6' WOOD FZFNCE T va a o© 0 Oa OQ x 16.3 x iJ>�A 1 LOTS& 6 BLOCK 36 OCCUPLLED ASONE HOUSE ONLOT5 FFE-18.9 x 15.57 220"00' x 15.34 ?26.3' - PERIMETER 5.51 FENCING BY ADRON FENCE 1C 75.0' x 17,29 F-U���7sunN ARIA x 16.95 L FAD 5/8"IRO I UNREADABLE . ��11 ��tZj" V. r W °-I V- i7sTA & DISK LB ELEV AJICx r � ,3 I ,�tf I NO LD i ! Qil I a I a 0 I 0 a a a C) �� I I 'r 13 I FAD .s/8"IRC I FND" LB O P Jl9 3nr►. NO LD N � i5►.O' w +y+� Q - 2Q.6' ` � fig. NAIL & DISK 1 AMA szmc 42.3' a p VA NT EJVT� g PROPOSED as a N f'XC )bEID 2�a7' r ti 15.s7- I I FAD 5l„LR / N H NO ID 22 .00 N x -x X -c x-x-x-x-5""r -Xxr I x 15,79 ,FND W ZR .j M MEASURED DATA 7&0' x 16.1I/ 1 __L� MON MONUMENT I � N&C NAIL AND CAP 1 64 NAVD NORTH AMERICAN VERTICAL DATUM NGVD NATIONAL GEODETIC VERTICAL DATUM NO OR III NUMBER NTS NOT TO SCALE OHP OVERHEAD UTIU71ES ORB OFFICIAL RECORDS BOOK P PLAT DATA PG(S) PAGE(S) 0 O I • O } w W aj o t�IIoi1:91 LL � 2 GUt Ul QQQ LL ` �/�yr _ {,Qyjjl�, z W> g Li. on "' oz IL �./ 2 m S 0 2> U. 0 It IL a ILI _ IL O LOCATION MAP NOT TO SCALE STREET ADDRESS 4609 PINETREE DRIVE, FORT PIERCE, FLORIDA 34982 e w LEGAL DESCRIPTION > LOT 7, BLOCK 36, INDIAN RIVER ESTATES, UNIT FOUR, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT a BOOK 10, PAGE 49. PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. --Hw a Ci ti GENERAL NOTES 1. THE BEARINGS SHOWN HEREON ARE BA UPON THE 4 ," I CENTEI2LIN;OF PINfREE DRIVE, HAVING A BEARING OF p 16. 2 I NOO"(iO`a0"E, PER THE PLAT OF INDIAWRIVER-ESTATES, UNIT 1z FOUR, AS RECORDED IN PLAT BOOK tO, PAGE 9, PUBLIC RECORDS OF SAINT LUCIE COUNTY. FLORIDA. 2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE ,. BEEN LOCATED AND SHOWN HEREON. i 3. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND z FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. 4. UNDERGROUND UTILITIES AND U71UTY SERVICES HAVE NOT sit BEEN LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. & LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS Q Wily OFFICE FOR RIGHTS -OF -WAY. EASEMENTS OF RECORD, Z I OWNERSHIP ABANDONMENT'S DEED RESTRICTIONS OR MURPHY I ACT DEEDS. r, 6. ; FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY y` z IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAC', COMMUNITY PANEL NO. 12111C 0277 J, EFFECTIVE DATE 0 G� II { j p11k I FEE RUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE 0 I �`.,� / Q i �3• �Gj I��• �Ga' I DEERMINED BY AN ELEVATION CERTIFICATE. W f� LOT 8 I l I --.___X_O K36 _ -WD JW 4& I PLS PROFESSIONAL LAND SURVEYOR ` I sane I POO POINT OF BEGINNING / AJWA I POC POINT OF COMMENCEMENT PRM PERMANENT REFERENCE MONUMENT�� PSM PROFESSIONAL SURVEYOR AND MAPPER R RADIUS RLS REGISTERED LAND SURVEYOR 0 `y ii R f W RIGHT-OF-WAY � �- -�� Q • III WATER METER ch & AND 0 AT I a L� DELTA !w U71UTY POLE Ifl I I 7. REPRODUCTIONS OF THIS MAP ARE NOT VAUD WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. I 8. 3 ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS _i �m;5 1 BYOTHER THAN THE SIGNIN PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OF PARTIES. DRAWN BY= CA 9. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND FIELD MEASURED DATA. CHECKED BY, CA I 10. THE LAST DATE OF FIELD WORK WAS APRIL 24. 2017. DATE, 5i112017 11. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED HORIZONTAL SCALE, UPON NORTH AMERICAN VERTICAL DATUM OF 1988, BASE 1'=20' BENCHMARK BEING ST. LUCIE COUNTY "TROY", ELEVATION 15.65'. I GLOBAL POSITIONING SYSTEM (GPS) NOTES NOT VALID "OUT 7W Sli?1 MM AND ORIONAIL RAISED SEAL OF A FLORIDA LX01SED SURVEIM « 1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO (2) DUAL FREQUENCY TOPCON HYPER GA If SYSTEM. MAPPER. I 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL. STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. a , -_SEAL,} M . ' of 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED CHARD N©LE ... USING CARIi SON SURVEY 2004. _ ,A� L & MAPPER „ FLORIDA UODIVE NO..4971 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS ­_20 -PANTED I MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE OATS PROJECT N0. 17-528