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HomeMy WebLinkAboutBuilding planst'%Tv A i ,DING D"ION THESE PLANS AND ALL PROPOSED WCrI:� vF,t'IrN,;o > o o,�Lu vcE AlE SU®JECT TO ANY COR..rTI0i:5 )ti-tL 1QIlI/N1QJh. PA.Tf EQUIRED DY FIELD INSPECTORS TIC:;T' OUTSIDE ANGLE OF REPOSE (1:{Ns -D Pr_1tu1T INn�sT BE Kerr oN aos �+ E Mjoo So IM +TIaDF� TO - etltt NO L\srl € rtOti WILL BE D1ADE. MAY BG }� Q O'ANO FURTHER-," THICK WALLS WM3 REBAR @IT O.C. EACH WAY 48 ft. /L I• 0I 1-0 LL.1q CC._ F� , n jy Y.:I an`flp•IIrY•r..Jw Oi YMI T TO 6' = 6" THICK WALLS WIV3 REBAR @ 12" O.C. EACH WAY YY t L V l lJ l _ - 0' TO T - 8" THICK WALLS WM3 REBAR @ 12" O.C. EACH WAY BR v L 6 3R. / / o / s e 0 •/ i 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 18' MIN. *1ENTIRE PERIMETER M SOLID COPPER BOMG WIRE MAP R. CLAMPS (ONE ON EACH SIDE OF POOL 4 2HP FLOPRO VARIABLE PEED FILTRATION MAX FLO 98GPM $ w w ; q� r a a R 0 � o o LL S � M E 9 R A. $ CV Z 3+ R O w iEl sQ M '=K��� N B S S S E- a S R R (OIH �O 1333) OVI OI VNAO iV101 CL D- I EQIAPOTENTIALL BONDING GRID DETAIL MINIMUM 18" FROM EDGE - _ _ _ OF POOL AROUND ENTIRE PER N.E.C. 2011 SEC. 680.26 POOL PERIMETER BURIED 3X4 (WHERE ADOPTED) 4"TO 6" DEEP _ - __ -- — -- 9050 Carlton Rd, Port St Lucie, FL 34987 - Bmg ;Neaps pnap._ I I; it V bin9 maps ERIFY EXACT LOCATION IN FIELD WITH FTypeyowur HOMEOWNER �+�t EQUIPMENT PAD PER FBC 4101.22(9.2) n N wMaWAN% m MIDWAY ROAD414 I f O yyG d� NI"„I Pxk 90m CfRd. Pore ' St Lucie FL 34P87 - A--- -- ----- -- -- TILED BENCH EDGE 3.5' DEEP 17X34 8 ft. 6.5' DEEP RELLA SL VE 1.5" TILED STEP ------- 2.5"-y--8 ft. I DAM JETSIN EDGES WETOECK 2 -__i 1 15" macagile COLOR VAC 1.61 \- 0 1.5" SKIMMER LINE LIGHT - - ` 211 COLOR LED 0 \;\ LIGHT 1.5" O i 111 R 2" 1.5" 4 \• _ / -- ' _ r, __: __ 1.5 - - --- -- -----_ ------------ ------------------ °O SAFETY BARRIER FENCE NO CLOSER THAN 20" FROM WATERLINE ...........................................NADECQ DRAILJ- - - - So Y- . No • . 1 POOL BARRIER PER FRC 4601.17-41.1.17.3 AND ANSIINSPI-5-1996 I BURIED POWER LINES • SAFETY BARRIER PER FRC 4501.17-4101.17.1.15 & ASTM5034-95, ® ASTM D3787-89, ASTM 653-96 FLO-CRETE EXISTING COVERED LANAI AREA! 6 I ' IN. O SGA � .E Port St Lucie „! 1A 1, :.hr Pn.0 v V f " 2k. �,i- Sw eWk.. wr OW17HERE PIPING SCHEMATIC MUST HOLD 35 PSI FOR AT NOTE: POOL PUMP MOTOR LOCATED ABOVE NO SCALE EAST 30 MIN. ( ) - — - ELECTRCAL. DIAGRIMAND R GRADE. PROVIDE SEPARATE CIRCUIT FOR OUTLET PER 2011 NEC PUMP MOTOR(S)AND HEATER($) ETC (NO SCALE) R $SUR - RAIN TIGHT OUTDOOR NOTE: INSTALL 125V 15 FILTER GAUGE P W LEC1 CAL PANEL AMEATHERPRO_QF (SNED PER LOAD) DUPLEX RECEPTACLE AT TO MAIN SERVICE PANEL IN G.F.I LEAST 10 AIIYAY AND RETURN Li E APPROVED NDUIT SIZED OUTLET NOT MORES—T'IAN 20' PER LOAD) FROM THE IN$IDE--WALL TDOOR TIME PUMP C K WIRING TO POOL LIGHT IN OFTHEPOOL WASTE APPROVED CONDUIT PUMP MOTOR UL APPROVED DECK BOX SKIMME FOR DIRECTCONNECTIO NOTES: TO WET NICHE (1) POOL PANEL AND SWITCHES MUST BE AT (2) MAIN DRAIN LEAST FROM THE INSIDE WALL OF THE POOL MIN. T APART (2) ALL ELECTRICAL WIRING AND EQUIPMENT POOL U HT SWITCH MUST INSTALLED IN ACCORDANCE WITH THE © UNDERWATER EITMER IN ORR OR 2011 EDITION OF THE NATIONAL ELECTRICAL OUTD LIGHT CODE HAIR & LINT APPROVED WIRING IN 1" (3) PROVIDE PROPER WORKING CLEARANCE CATCHER S40 PVC SPACES FOR ELECTRICAL EQUIPMENT AS PER BONDING CONDUCTOR (COMPONENT OF PUMP) HO-260F NFPA 70 SWIMQUTS WHEN ROVIDEAT D MAX. BELOW THE WATERLINE 16"~ � N.T.S. Per F.R.C. 4601G8AND ANSVNSPI6 2003 POOL DETAIL I CODE FOR RESIDEN nAL 5� EDITION AND THE ANSIAPSPT 2006 FOR SUCTION ENTRAPMENT AVOIDANCE MINIMUM RLSUCiION-ONES PER PDM"FT- SEPARATION OR SEPARATE PlANE3 • • APPROVED MAIN DRADr FRAMES AND GRATES 2" RETURN A • -' PER V.G.B-ASM&ANSI ❑2.I9.0-2007 LINE TO FIRSTTEE • IS 2.5" SUCTION LINE POOL PATIO WATER LEDO VEL .� FROM ZPOWER 1" LIGHT SUPPLY f CONDUIT UNDERW ATEA UNDERWATER LIGHT LIGHT DETAIL (NO SCALE) GROUND CLAMP CONTINUOUS BOND WIRE COMMON TO POOL STEEL, POOL FINISH RAILS & EQUIPMENT MAX 3C. NOTES 1. ALL STEPS AND SWISOUT BENCH EDGES WILL HAVE 2X6 CAPTILE BORDER OF OPPOSITE COLOR OF GEM FINISH FOR VISIBILITY 2. HAND HOLD TO BE INSTALLED AT < ALG WHERfi~ RA"D+W=N... 'E POOL I 48" MAX WATER DEPTH I-10 •• MI . = �1T ' uer A COPING " NOTE: REMOVE GRATES WELL POINT PLUG FROM MAIN DRAIN 8 ATTACH AUX. PUMP LINE WHEN EMPTYING POOL 6"X6" TIC INTERIOR GRATE SHALL FINISH y BE SECURED IN PLACE SO THAT TOOLS ARE REQUIRED FOR REMOVAL LsJN`N._ L - E • • N.T.S. A"VAVVA`NN c HANORAILBONDING DETAIL WHERE APPLICABLE PER NATIONAL ELECTRICAL STEPS .ODE STEP DETAIL 1. TREAD IS MIN. OF 10" WIDE. 2. RISER NOT GREATER THAN 12" EXCEPT IF MORE THAN (3) TREADS ARE USED. 1 ALL STEPS TO BE SOLID GUNITE KM0 PSI. 114" PER FT SCOPE CONCRETE FLOCRETE—PP���0��0"```L PATIO AREA 3000 PSI CONCRETE TYPICAL WALL SECTION & WELL POINT STEEL-TEX FORM (NO SCALE) pR KRAFT WALL #3 @ 12" O.C.B.W. NOTE: FOR DEPTHS EATER THAN 6' ADD 1- I COVE BAR @ 6" O.C. File Copy • APPROVED WITH THE 2014 FLORIDA BUILDING CODE FOR RESIDENTIAL 5"' EDITION SPECIFICATIONS MAX. WIDTH 17' MAX. LENGTH 34' MIN. DEPTH 3.5' MAX. DEPTH 6.5' SHAPE COST ELEVATION T.B.D FILL FROM EXCAVATION SPREAD TILE INTERIOR FINISH GEM FILTER C3200 PUMP MAKE P_ER FBC 4501.20 _ PUMP HP: POOL 2.0 FHPM VARIA SPA NA FILTRATION PUMP COMPLIANT WITH ANSI/APSPACGI5 2011 OVERPOUR GALLON CAPACITY -SPA _ NA TURN -OVER RATE g hrj TERMITE TREAT INC BARRIER SAFETY FENCE MAX. WATER VELOCITY - 6 RJs FROM TRUNK LINES TO 8 ills SUCTION LINES 1003s MAX RETURN LIB SKIMMER MIN. FLOW 25 GPM SURFACE AREA OF POOL —468 $O. FT 81 LN FT GENERAL NOES: vBWMMNG PGGLOdIMMIBiIDN GSGYPLr W, NY. SGq AIL WITH Au. GNWAGI A"G .v..newE W MOCIL89CpMCTICN WIIX p S. RAWAT GAIN GRAIN gI Nq AFIW3F AREA OFI S. IRAWA AT GAIN GRAIN SXALL NA AAFFREEppEp OF IS MEggkA OF NA FACTORRS, A. i lWi SIMNEgE WLLL WVEA REMDVABIE HCRE81 M BYYHWMFAE! AgEAOFF2 TIE pREgM TIE ....G L;01 11.,ON, GAL; .IWWXOd OEVCE-p SHOWN IX'190L 11pTp'MEREOH NDNT COXHECTLX TO ONFORM tt1NAlMMLL EtKTLCALCODE UTEHTEO AG G ALL METLLISCONDUX4 PNWDSYETIIY .. .O,,GAg`N4 U3MTFU{TIREEdMWYNG.AWigl PAgi90F GDDEHe.MeXORP68.OryMD BOpp08 deUPPpIIB TD.F IpXOFOMOET IGN A....N.. TO p COMWNWWHD.S.N CONDUCT .X LH.TBEEMLLLEII,"AM.CMPE" 1,. NDOVLNI.GAG" 1ME OVER W.L Ap 1Y.GR,RLGE FlI.LEp BXALLN\VE AFLTYTg1 qq,E XOTTOINyEfDE.R MIE F OFFLIERAgEANO BACNWAHX REWIRED. E.EPYTMCttW W WN VEAIFTpLL N A"LN-NASONglldl!LN.A. LC G1`AN1MTNpTE WLIttT. 11.6MOTORSXpLL14:A ft. ZEOF ELO .FEERVL!GYFP.eLCOWANY IS. SPICLLL PTENT OH 6MALL BE.NEN M FMIeTH. FDUNGTg1F Tl pppykllT UNDERMNIH.. JOB NAME: MUSSER ADDRESS: 6050 CARLTO RRD PERMIT NO.: DATE DRAWN: MARCH 15, 2017 DRAWN BY: TRAVIS LEONARD DESI IER APPROVAL; CUSTOMER APPROVAL: SCALE: 1/4" = 1' RAY REINHARD PE # 47041 �'. 1010 EASTER LILLY LANE -. '~ \ UNIT 203 VERO BEACH 3296, CONCRETE POOLS, INC. 1 ROW OF WATERLINE E 3.5 Y11M I CIMLIPIC— f— - 4 %" THICK R lI - #3 STEEL @ 12" O/C E.W. 6.5' LIGH WALLS FLOOR SLOPE "4 ALL NOT FLOOR SLOPES SHALL BE 6" THICK SLOPE REASONABLY UNIFORM AND GREATER COMPLY WITH ARTICLES THAN 11• THRU 5.6.3 CYCOLAC MAIN DRAINA 31' 31 THE SLOPE LLTHEFLOORFROM THE SHALLOW END WALL TOWARDS THE DEEP AREA SHALL NOT EXCEED 1 FOOT IN 7 FOOTI TYPICAL SECTION THRU POOL (NO SCALE) https://www.bing-coilmaps?&ty=18&cq=9050%20Carlton%20Rdo/i2c%20Port0lo20StOlo2OL... 4/3/2017 A M/