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HomeMy WebLinkAboutConstruction PlansPOOL LAYOUT DRAWING 1 /4" = 1'-0" 4'-0Y" 16'-3" GROUNDING CLAMP — # 8 BARE GROUND WIRE CLAMP EQUIPOTENTIAL BOND TO MEET NEC 680.26C STANDARDS. BONDING CONDUCTOR SHALL BE # 8 AWG BARE SOLID COPPER WIRE BURIED TO A DEPTH OF 4"-6" BELOW SUBGRADE, AND IW-24" FROM INSIDE WALL OF POOL OR SPA ,ATTACHED AT 4 POINTS. 1 GROUNDING CLAMP IV, GROUNDING ro , a0 EXISTING SPRAY -DECK PATIO (TO REMAIN) EXISTING VINYL LINER POOL (TO BE REMOVED) NEW PROPOSED GUNITE SHELL / CLAMP F' N GROUNDING # S BARE CLAMP GROUND WIRE EXISTING EQUIPOTENTIAL BOND RETURN 1e" PROPOSED NO SCALE SWIM -IN w/TILED BENCH EDGE TO POOL EQUIPMENT 5'-6" DEEP PROPOSED EXISTING VINYL LINER POOL 32" CHANNEL DRAIN - � (MODEL # 32CDFLXXX) PROPOSED GUNITE POOL �; '9�A` EXISTING SKIMMER L RADIUS PROPOSED GUNITE POOL �o ORIGINAL POOL: 17'-0" X 29'-0" PROPOSED POOL: +/- 16'-3" X 28'-Jn 14" EXISTING VACUUM LINE �. �7, °D c.I ORIGINAL POOL: 17'-0" X 29'-0" PROPOSED POOL: +/- 16'-3" X 28'-3" EXISTING RETURN EXISTINQ RETURN POOL SPA EQUIPMENT EQUIPMENT --- — - — - — - — - — 1 / POOL PUMP: STARITE SPA PUMP : N/A PUMP: HP-(C48KZPA105)1.0 HP PUMP: HP. N/A R POOL FILTER: EXIST. CART. 1200 SPA THERAPY JETS, N/A X POOL RETURN INLETS.: (4) EXIST. SPA RETURNS: N/A POOL MAIN DRAIN: CHANNEL DRAIN SPA MAIN DRAIN: N/A POOL LIGHT: (NO LIGHT) SPA LIGHT: NIA R R SKIMMER: (1)EXISTING SPA HEATER: N/A CLEANING LINE : RLUMS TO FILTER OTHER: NIA # 8 BARE CLEANING SYSTEM: N/A ;OUND WIRE /' \ POOL HEATER: N/A LA _�JLI CHLORINATOR: N/A _ SU_CTIO_N LINE PROPOSED 3" X 32" CHANNEL DRAIN I POOL FINISH ITEMS r' FLAT GRATE ANTI-ENTRAPME T SUCTION OUTLET COVER AND THREE PORT I COPING: OVERPOUR FORM SLIDE: N/A HJ _ WATER LINE TILE: 6" X 6" DIVING BOARD: N/A MANUFACTURED SUMP. I , I STEP TILE INCLUDED INTERIOR FINISH: GEMSTONE 1 , SWIMOUT: SWIM -IN, INCLUDED HANDHOLDS: N/A DDE • N/A HANDRAIL: N/A j w w I I POOL CLEANING ITEMS Z, I Z I Z I CLEANING LINE / AUTO CLEANER: N/A l TEST KIT: N/A Z 0 Fw/R VAC LO It. �' /' VACUUM POLE: N/A VACUUM HEAD: N/A V\�j VACUUM HOSE: N/A LEAF SKIMMER : N/A W I UI �� �'��� BRUSH: N/A OTHER: N/A NiN ��J'�o�j WATER FEATURES I I o �� I ( Oj SPASPILLWAY: N/A b1�7 z, SKIMMER LINE / / SPRITZER/SPRAY HEAD: N/A FOUNTAIN FEATURE: N/A. TO POOL ,2:, RETURN LINE / SHEER DESCENT: _ ___ _________ _ L RETURN LINE �' N/A EQUIPMENT — / OTHER: (2) HYDROJETS @ BENCH, PER PLAN 2' HYDRO JETS _HYDRO Ji_TS ADDITIONAL FEATURES I!L VACUUM LINE GLASS BLOCK: N/A BACKWASH LINE: INCLUDED OVERFLOW LINE: N/A OTHER: N/A PIPE IZES : (SCHEDULE 40 PVC) FILL LINE: NIA PLUMBING PLAN / ELECTRICAL ITEMS RETURN LINE: Z"114" VACUUM LINE : 1l2 TIME CLOCK: EXISTING TRANSFORMER: N/A EQUIP. LOCATION: PER PLAN JUNCTION BOX: N/A ELECTRICAL HOOKUP: EXIST. OTHER: N/A SKIMMER LINE: 2" THERAPY JETS : POOL DATA SPA DATA _ POOL SIZE : 16'-3" X 28'-3" SPA SIZE: N/A CHANNEL DRAIN: 2Yz SHEER DESCENT: POOLSHAPE: OVAL SPASHAPE: N/A POOL AREA (SQ. FT): 419.0 SPA AREA (SQ. FT.) : N/A POOL PERIMETER (LF) : 81'-5" SPA PERIMETER (LF) : N/A POOL DEPTH: T-0" TO 5'-6" SPA DEPTH: . N/A POOL GALLONS: 13,300 SPA GALLONS : NIA POOL TURNOVER: SPATURNOVER: N/A PATIO DATA (EXISTING) Z , 12 "U 1S° PATIO SIZE (SQ.. FT): N/A CHILD BARRIER FENCE: N/A l -- - ELEVATION BY /�- 26', /�135- EXISTING 6' HIGH $OARD PROPOSED f'!EW. GUNITE POOL DECK-0-DRAIN ( LF) t N/A POOL ENCLOSURE: N/A F >'. _ _ r% ryI,o /, FOOTERS POOL CONTRACTOR _ — ON BOARD WOOD (IN PLACE OF EXISTING VINYL LINER POOL) (LF.): NIA ExlsnnG PATIO: NIA (TO MATCH EXISTING) ....... `- - �, cfly ',�..:., _ PATIO TYPE : N/A OTHER : N/A !" s RE FEEL I v , _, �.u..v.... _-_ ___ _ <,- ��i.� �., �" • _ �,o _, . POOL AREA: 419.0 SOUA,�.-� r, ' ., RADIUS ,., 80.00' � P SED STEPS &BENCH , - _ � IlvEi� A r 1Ol.t PRO O POOL PFRIIv1ETFR : i i'-o" _ w _ w/TILED EDGE (;.,.., M ^v\t NA"•��.�:_.�.."� �a R -- MAXSLL RESIDENCE ADDRESS: 4708 E MYRTLE DRIVE LOT 11, BLOCK40JNDIAN CITY/STATE: FORT PIERCE, FL 34982 RIVER ESTATES UNIT SEVEN, T-0" DEEP ST. LUCIE COUNTY FLORIDA E IST X ING E L ECTRI A C L SERVICE UN E ^� a1 I RADIUS I Lu �. � V I SUBDIVISION: N/A LU �6,k,5� — — ow03 ¢ z DESIGN CONSULTANT cAG = LU O 15.00' EXISTING PATIO m UL 28'-3 -� _ ts:oaz' 36.583' O BRIAN WEISGERBER (772) 528-0730 (CELL) -- o =O AIMENSION PLAN EXISTING RETURN 1/4 - 1 0 IMPORTANT NOTE GFI OUTLET NO CLOSER THAN 10' /— EXISTING �NO FURTHER THAN 20' NO DIVING BOAPD AND NO DIVING IS ALLOWED ON ANY POOL LESS THAN 8'-0"DEEP, AND,SPECIFICALLYDESIGNED FOR DIVING. THIS POOL IS NOT DESIGNED FOR DIVING. NOTES DESIGN PER FL.CRIDA BUILDING CODE 424.2 INCLUDING BUT NOT LIMITED TO 424.2.6.6 ENTRAPMENT PROTECTION FOR SUCTION INLETS. 424.2.17 RESIDEkITIAL SWIMMING BARRIER RE; UIREMENTS. POOL LOCATION'MUST COMPLY WITH N.E.C. (AI"'.TICLE 680.8) SCOP. OF WORK REMOVE EXISI-ING VINYL LINER. INSTALL NEWGUNITE POOL,PER PLANS, O OWNERS) APPROVAL 0 O v Z Q OWNER(s) HEREBY ASSUME ANMAGREE TO THE tom - H O PROVISIONS OF THE CONTRACT FOR POOL 5 X z � DO - ' CONSTRUCTION, AND APPROVE THESE PLANS x Z WHICH ARE MADE A PART OF THAT CONTRACT. WO .OWNER/AGENT SIGNATURES(S) / ONE STORY /SINGLE :FAMiLYRESIDENCE / !147610. ALL IDEAS, DESIGNS, ARRANGEMENTS, DRAWINGS,AND PLANS N SET FORTH ON THIS SHEET ARE THE ORIGINAL WORK AND 50.35' PROPERTY OF BRIAN'S QUALITY POOLS. THE USE OF THIS PRODUCT IS LIMITED TO A SPECIFIC PROJECT OF THE PURCHASER AND FOR THE CONSTRUCTION OF ONE POOLANY REUSE OR DISCLOSURE OF - EXISTING 6' HIGH BOARD: SAID PLANSAEPRODUCTIONS, IDEAS, DESIGNS AND/OR ARRANGEMENTS IS PROHIBITED BY LAW WITHOUT THE WRITTEN PERMISSION OF BRIAN'S ON BOARD WOOD FENCE QUALITY POOLS AND SPAS. BRIAN80.00, o i POOLS & SPAS LICENSE # RP 0059908 C/L HICKORY DRIVE - DIAGRAM OF EXISTING SITE PLrN DATE: OCTOBER 22, 2010 (EXISTING POOL & PATIO) vt PLOT SIZE: 36" X 24" / 1/4" SCALE (UNO) SCALE: V = 20'-0„ LOT-11, BLOCK 40,INDIAN RIVER ESTATES U IT SEVEN, SHEET: 001 OF: 002 ORDING TO THE PLAT THEREOF, ASW F CORDED IN PLATBOOK 10, PAGE 75, OF THE PUBLIC R.CORDS OF ST. LUCIE COUNTY, FLORIDA t PROFESSIONAL ENGINEER - " HARVEY E. KOEHNEN RECEIVED 7205ELYSECIRCLE, . PORT ST. LUCIE, FL 34952-321Z JUN 0 2 1010 PHONE: (772) 466-5509 Permitting Department Lucie county FAX: (772) 489-3035St. REG. # 32831 / PLANS DESIGNED PER 2007 F.B.C." - "•---`"`�'- RESIDENTIAL WITH 2O09 REV. CHAPTER 41: SEC. R4101 ASCE 7-05 NOTE: REMOVE GRATE AND WELL FLOW POINT PLUG FROM MAIN DRAIN METER AND ATTACH AUX. PUMP LINE POOL RETURNS (� WHEN EMPTYING POOL. JJ_ REMODELING HYDRO -JETS CHLORINATOR OVER POUR FORM I LEGEND NOTE: TILE " 6�; X " EXISTING PATIO PRESSURE _ CKECK VALVE MINIMUM VERTICAL 6 GAUGE AND AIR VENT I Z-3" SHALLOW END 1 (TYPICAL) ❑ 4 1/2" WALL TYPICAL VALVE = 2 WAY VALVE 3' DEEP END CLEANER LINE INTERIOR FINISH LU i O 3 WAY VALVE GRATE SHALL BE SECURED IN L.—STEEL-TEX FORM OR KRAFT WALL LL y — _ J PLACE SO THAT TOOLS ARE I �- • •-► - -��� - -' REQUIRED FOR REMOVAL REQ SKIMMER' 6" FLOOR #3 REBAR @ 12" O.C. EA. WAY —Lr WASTE (TYP.) NOTE: FOR DEPTHS GREATER THREADED PLUG THAN 6' ADD 1 # 3 COVE BAR @ 6" O.C. MAIN DRAIN HYDROSTATIC RELIEF VALVE $;' TO PUMP -►- b ... & PERFORATED COLLECTION GRAPOOL PUMP PIPE IN GRAVEL BED. Tas fix, HAIR AND LINT CATCHER (COMPONENT OF PUMP) EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED: SHORING IS INSTALLED IN EXCAVATED SURFACES NO UNDERMINING OCCURS, IF UNDERMINING OCCURS CONSULT DESIGN PROFESSIONAL. COMPACTION TESTS OF THE BACKFILLED MATERIAL ARE PROVIDED AT C.O. OF POOL. SHORING IS TO BE SUFFICIENT TO SECURE SOILS FROM EROSION AT SETTLEMENT. PUMP AND FILTER FRAME 1/2" SHEET METAL SCREWS—\ j ANCHOR POINTS TYPICAL WALL SECTION AND WELL POINT PIPING SCHEMATIC NO SCALE NO SCALE ALL PLUMBING SCHEDULE 40 PVC. RENODELING ' OVERPOUR FORM ' EXISTING PATIO WATER LINEZ - ---" - — - — - — — — - 14 b.o n e 36 a ae 4 a 14" o- . 9 D . p D . o - RISERS, 12" MAX.,EQUAL RISE. - , RISER AND TREAD DETAIL NO SOLE TDH CALCULATION OPTIONS• " , SuperF'©® Pumps FOP' EACH PUMP) ASNI/APSP-7 2066 SPECIFIES THREE METHODS FOR DETERMiNING THE MAXIMUM SYSTEM F: ^W RATE. I - Yt I. THE FOLLOWING SIMPLIFIED TDH CALCULATION IS ONE OF THE M€THODS SPECIFIED. SIMPLIFIED TOTAL DYNAMIC. HEAD (STDH) Dimensions and Performance ' -°_.a . ; `-.. ❑ COMPLETE STDH WORKSHEET (FILL IN ALL BLANKS) SIMPLIFIED TOTAL DYNAMIC HEAD TDH CALCULATION WORKSHEET Pentair P°o1 Praducts ❑ TOTAL oYNAMIc HEAD (TDM)ET SuperFlo Series Pertormaeee Curves DETERMINE MAXIMUM SYSTEM FLOW RATE COMPLETE PROGRAM OR O HER CALCS. FILL IN REQUIRE BLANKS ON WORKSHEETAND ATTACH CALCULATIONS. '° '°° MAXIMUM FLOW RATE REQUIRED: 35 GPM PER SKIMMER. (REQUIRED: 1 SKIMMER PER 800 SQ. FT. OF SURFACE AREA.) X ❑ MAXIMUM FLOW CAPACITY - so-----t--l._�._—�I—. 2§ 80 'T _ BE T FdicIEN rsIZING� + 1.) CALCULATE POOL VOLUME: 419 X 4.25 X 7,48 = 13,3(�� DEPTH) IN J OF NEW OR REPLACEMENT P)1MP. j T — (SURFACEAREA) (AVG. (VoL. 2.) DETERMINE PREFERRED TURNOVER TIME IN HOURS: X 60 e: - - °o- FLOW AND FRICTION LOSS PER FOOT . _2.0 HOURS, U�"®YERINMIN, 8P $$ '" �§ so -- _I - _ 3.) DETERMINE MAX. FLOW RATE: 13,300 1 (7- _ # (VOL IN GAL.) (TURNOVER MINS.) (POOLFLOWRATE) (FEATURE FLOW RATE) (SYSTEMFLOWRATE) so (SCHEDULE 40 PVC PIPE) P° 30 � — J 4.) SPA JETS : X GPM PER JET= FLOW RATE. (NO. OF JETS) (JET FLOW) (TOTAL JET FLOW RATE) (FOR SINGLE PUMP POOL /SPA COMBO, USE THE HIGHER OF NO. 3 OR NO. 4 IN THE FOLLOWING CALCULATIONS FOR THE POOL & SPA) DETERMINE PIPE SIZES: BRANCH PIPING TO BE NONE INCH TO KEEP VELOCITY @ 6 FPS MAX. AT _ GPM MAXIMUM SYSTEM FLOW RATE. TRUNK PIPING TO BE ZyZ INCH TO KEEP VELOCITY @ 8 FPS MAX. AT 111 GPM MAXIMUM SYSTEM FLOW RATE. 20 . -, 'A 5' 1 F 1 — 0 10 20 30 40 `50 80 70 00 so 100 I(U -120 130 GPM riTI- i ' r B 5 10 15 20 NIHR AQUASTAR 32" CHANNEL DRAIN FLAT GRATE ANTI-E 4TRAPMENT SUCTION OUTLET COVER AND THREE -PORT MANUFACTURED SUMP VBG SERIES PRODUCT SPECIFICATIONS _ ❑X SINGLE ❑X FLOOR: 316 GPM AT 3.9 FPS RETURN PIPING TO BE I 7 I INCH TO KEEP VELOCITY @ 10 FPS MAX. AT 1 � � GPM MAXIMUM SYSTEM FLOW RATE. ❑ WALL: 208 GPM AT 2.6 FPS L I ❑ DUAL DETERMINE SIMPLIFIED TDH: ❑FLOOR : 632 GPM AT 3.9 FPS NOTE WALL: 416 GPM AT 2.6 FPS 1. DISTANCE FROM POOL TO PUMP IN FEET: 1.) IF A VARIABLE SPEED PUMP IS USED, USE THE MAX. ❑ FLOOR ItWALL: 242 GPM AT 1.5 FPS 2.) FRICTION LOSS (IN SUCTION PIPE) IN INCH PIPE PER 1 FT. @ GPM = ( FROM PIPE FLOW/FRICTION LOSS CHART) PUMP FLOW IN CALCULATIONS. ) 2.) FOR SIDE WALL DRAINS, USE APPROPRIATE SIDE 3.) FRICTION LOSS (IN RETURN PIPE) IN INCH PIPE PER 1 FT. @ GPM es ( FROM PIPE FLOW/FRICTION LOSS CHART) WALL DRAIN FLOW AS PUBLISHED BY THE MANUFACTURE. 4.) X = 3.) INSERT MANUFACTURE'S NAM AND APPROVED (LENGTH OF SUCT. PIPE) (FT. OF HEAD/I FT. OF PIPE) (TDHSUCTPIFE) MAXIUM FLOW. MEETS OR EXCEEDS NSF 50/ASMEJANSI 5. X _ T 4. SEE INSTALLATION INSTRUCT[ DNS FOR NUMBER OF PORTS A112.19.8a2008 NATIONAL (LENGTH OF RETURN PIPE) (FT. OF HEAD/l FT. OF PIPE) (TDH RETURN.PIPE) ) STANDARDS AND TDH IN PIPING: TO BE USED. ASTM G154 UV TESTING I FILTER LOSS IN TDH (FROM FILTER DATA SHEET) : 5.) IN -FLOOR SUCTION OUTLET C VERQGRATE MUST CONFORM HEATER LOSS IN TDH (FROM HEATER DATA SHEET) : TO MOST RECENT EDITION OF AS E/ANS I A112.19.8 AND BE EMBOSSED WITH THAT EDITION kPPROVAL. TOTAL ALL OTHER LOSS: A - 6.) PUMP, FILTER &HEATER MAKE AND MODEL CANNOT BE CHANGED, AND EQUIPMENT LOCI TION CANNOT BE MOVED TOTAL DYNAMIC HEAD (TDH): CLOSER TO POOL WITHOUT SUSK ITTING A REVISED PLAN MODEL # 32CDFLXXX WITH SUMP AND TDH CALCULATION WORKSHEET FOR APPROVAL.. (CONCRETE POOL) SELECTED PUMP AND MAIN DRAIN COVER: UETERMINE THE NUMBER AND THE TYPE OF REQUIRED IN -FLOOR SUCTION OUTLETS SWIMMING POOL SPECIFICATIONS FOR: PROFESS! NAL ENGINEER PELti't/sll`C Sut'p �t��0 CHECK ALL THAT APPLY: MAXELL RESIDENCE VE MODEL: MODEL t4j-IAB.-a1F PUMP SIZE HP : 1.0 _ HARV LY- �,'KOEHNEN PUMP SELECTION: PUMP MO ( ) 4708 BE MYRTLE DRIVE SUCTION OUTLETS @ ❑ GPM MAX. FLOW. (SEE NOTE 3) ❑ ❑ FORT PIRECE, FL 34982 7205EIXSE CIRCLE, PORT ST. LU SIe, FL 34952-3212 MAIN DRAIN COVER: MAKE: AQUASTAR VGB MODEL: 32CDFL _1. '- TO" (6 (2) SUCTION OUTLETS @ GPM MAX, FLOW: .(SEE NOTE 2) 1 IPHONE : 772 466-5509 NOTES:. (USING PUMP CURVE FOR TDH & SYSTEM FLOW RATE) � { FAX :,(7 2) 489-3035 (SYSTEM FLOW RATE MUST NOT EXCEED APPROVED COVER FLOW RATES) X (1) 1 .316 GPMw/ 1 ❑ PORTS. (SEE NOTE 4) REG. # 32831 .(MINIMUM SYSTEM FLOW BASED ON MIN FLOW PER SKIMMER -0F 35 GPM) CHANNEL DRAIN @ ❑ ❑ ❑ DATE: i_ I VELOCITY - FEET PER SECOND PIPE SIZE 6 FPS 8 FPS 10 FPS 1" 16 GPM 0.14' 21 GPM 0.23' 26 GPM 0.35' 1.5" 37 GPM 0.08' 50 GPM 0,14' 62 GPM 0.21' 2" 62 GPM 0.06' 82 GPM 0,10' 103 GPM 0.16' 2.5" 88 GPM 0.05' 117 q'PM 0.09' 146 GPM 0.13' 3" 136 GPM 0,04' 181 GPM 0.07' 227 GPM 0.10, 4" 234 GPM ' 0.03'. 313 GPM 0.05' 392 GPM 0.07' 6" 534 GPM 0.02' 712. PM 0.03' CONCRETE HEATER 2" ❑ANGLE BRACKET 1-3/4" X 3/16" TAPCON ANCHOR POINTS 0 O o D HEATER FILTER PUMP POOL EQUIPMENT ANCHOR POINTS NO SCALE 1/4" T— 318" AQUASTAR 32" CHANNEL DRAIN FLAT GRATE ANTI -ENTRAPMENT 32CDFLFRXXX SUCTION OUTLET COVER AND FRAME ITEM PART NUMBER DESCRIPTION CITY 1 32COFRXXX 32" CHANNEL DRAIN, NO SUMP, FRAME 1 2 32CDFLNFXXX 32" CHANNEL DRAIN, COVER, FLAT 1 3 DBXXX 32" CHANNEL DRAIN, FRAME SUPPORT "DOG BONES" 4 4 1OX075-FPA #10X 3/4" FLAT HEAD PHILLIPS TYPE -A SCREW, 316 SS 16 TO MAIN SERVICE PANEL IN RAIN TIGHT OUTDOOR APPROVED CONDUIT. ELECTRICAL PANEL (SIZED PER LOAD) 0_��� (SIZED PER LOAD) WIRING TO POOL LIGHT IN APPROVED CONDUIT UL APPROVED DECK BOX OUTDOOR TIME -CLOCK FOR DIRECT CONNECTION TO WET NICHE sees 0" TO T-0", 8" THICK WITH # 3 REBAR @ 6" O.C. EA. WAY. 0" TO 6'-0", 6" THICK WITH # 3 REBAR @ 12" O.C. EA. WAY. 6'-Oe 6'-0" AND FURTHER 4" THICK WITH # 3 REBAR @ 12"O.C. EACH WAY. 3'-0" v _ r e 3: F- ) 5 p o - -ii NUMB O4 M all OUTSIDE ANGLE REPOSE NO SCALE REMODELING WATER LINE OVERPOUR FORM � �EXISTING PATIO So 18" 20" MAX. BELOW WATERLINE ANCHOR POINTS TILED EDGE #3 REBAR @ 12" O.C. EACH WAY _SWIM-OUT/SWIM-IN DETAIL NO SCALE REMODELING EXISTING PATIO OVERPOUR FORM ROW OF WATERLINE TILE- WATERLINE T_0" LIGHT 4" THICK 0 SLOPE DOES NOT EXCEED V IN 7' C" THICK #3 STEEL @ 12% O/C E.W. CYCOLAC MAIN DRAIN LONGITUDINAL POOL SECTION - NO §CALE G.F.I. OUTLET PUMP MOTOR MAXIMUM WALL SLOPE I I DEGREES FROM PLUMB. MAXIMUM SLOPE 1' IN T TO FIRST SLOPE CHANGE 6' FROM SHALLOW END. MAXIMUM SLOPE V IN X FROM FIRST SLOPE CHANGE TO DEEP END. ❑ LJ MOTES POOL PANEL AND SWITCHES MUST BE AT LEAST 5' FROM POOL LIGHT SWITCH EITHER I THE INSIDE WALL OF THE POOL. INDOOR OR OUTDOOR ALL ELECTRICAL WIRING AND EQUIPMENT MUST BE UNDERWATER LIGHT INSTALLED IN ACCORDANCE WITH THE 2008 EDITION OF i THE NATIONAL ELECTWCAL CODE. PROVIDE PROPER WORKING CLEARANCE SPACES FOR ELECTRICAL EQUIPMENT AS PER HO-26 OF NFPA 70. APPROVED WIRING IN 1" SCH. 40 POOL PUMP MOTOR LOCATED ABOVE GRADE. PROVIDE PVC W1 #8 BONDING CONDUCTOR I SEPARATE CIRCUIT FOR PUMP MOTOR[S] AND HEATER[SI ETC. INSTALL 125V15AMP WEATHERPROOF DUPLEX RECEPTACLE A LEAST 10' WA A NO ELECTRICAL DIAGRAM T A Y AND TMORETHAN 20' FROM THE INSIDE WALL OF THE POOL. NO SCAE( ;QGfAI, POOLS &SPAS LICENSE # RP 0059908 PROJECT: MAXELL DATE: OCTOBER 22, 2010 PLOT SIZE: 36" X 24" / 1/4" SCALE (UNO) SHEET: 002 OF: 002 PROFESSIONAL ENGINEER _ HARVEY E. KOEHNEN ' z 7205 ELYSE CIRCLE, ,• , _ PORT ST. LUCIE, FL 34952-3Z12 .._ PHONE: (772) 466-5509 m FAX: 772 489-3035 REG. # 32831 ^. _ 5"% ❑. .-r PLANS DESIGNED PER 2007 F.B.C. RESIDENTIAL WITH'2009 REV. CHAPTER 41: SEC. 114101 ASCE 7-05 11G 5 7a