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11-1264-002ADJUSTABLE COLLAR WEIR 1' -3" PERFORATED BASKET 2" TREAD SKIMMER DETAIL ACCORDING TO (424.221.2) PIPE PRESSURE FLOW SUCTION FLOW SIZE CAPACITY (10FPS) CAPACITY(8FPS) 1.5" 60 gpm 49 gpm 2.0" 100 gpm 80 gpm 2.5" 150 gpm 110 gpm 3.0" 220 gpm 180 gpm PUMPING FLOW RATES (a 60 TDH 3/4 hp = 55 gpm 1.0 HP = 75 gpm 1.5 HP= 90 gpm 2.0 HP= 95 gpm 2.5 HP= 115 gpm 3.0 HP= 140 gpm BASED UPON STA -RITE MAX -E -GLASS II SELF PRIMING PUMP VENT PIPE MAX. LENGTH FLOW VENT MAX HP RATE SIZES LENGTH 3/4 55 gpm 1 2' 29 LF 1 75 gpm 1 2 40 LF 1.5 90 gpm 1 2" 49 LF 2 95 gpm 1 2" 51 LF 2.5 115 gpm 1 2 62 LF 3 140 gpm 1 "' 76 LF -Vent is designed to evacuate suction in 3 sec. or less per FBC 424 -This safety vacuum relief system is a non - mechanical vent system that will limit the transmission of suction at the outlet to a maximum of 4.5" of mercury. v O ih PIPINCB PLAN 1/411 =1' —O" PRE55URE GARTRI D6E GAUGE 4 FILTER 2 HP PUMP WITH PRE55URE 150 SQ.FT. HAIR $LINT RELIEF VALV< TIMER / STRAINER / I SALT 5Y5TEM 0 3 FEET S ACING \/ J�� S, /� \ POOL FILTRATION SYSTEM EGU I PMENT SGHEMAT I C a VARIABLE LENGHT �O 50 FT MAXI DOU5LE MAIN DRAIN (DETAIL) ACCORDING TO (424.26.6.5)(424.26.6.4) (424.221.2) water I NON - CORROSIVE LIGHT HOU51N6 WITH REPLACEABLE 100 -300 WATT CAPACITY BULB AND 5 FOOT P16TAIL WIRE WRAP FOR SERVICING LIGHT ON SURFACE OF DECK. BRASS GROUND WIRE CLAMP ANCHORED TO WALL STEEL JUNCTION B PRE- CAST COPING 5' -0" MIN. 8" M11 . to Wa er Ilse TOTAL LOAD CALCULATIONS E.ADDER5 1 1/2" MAIN DRAIN HIDR05TATIG 6EN. APPLIANCES 4 WATER HEATER .................... VENT. RELIEF VALVE 3' -O" (MIN)) POOL1_16HT AT 100% ........................................................ 6" (MIN) GONG. ^L s s L TOTAL = 35,201 W. � X ALL AROUND \ ............................... =10,050 W. TOTAL LOAD a DEMAND FACTOR ...................... ............................... =0,080 W. A/G OR HEATING AT 100 % .................................. ............................... =10,000 W. GOAT LU65 W/ ., L w U DRAIN SUMP. APPROVED 3M EQUIPMENT TO POOL EQUIP. _ f 2" SILICON POTTING ELEGTRIGALn DRAINS IN �THR SUPPLY Q ; , e • .^ J O 2" 2" N w N J W # 5 AROUND , ` 10 m DRAINS o 12 0/C, _ W N QW Cq W Q E.W. W/18" � oN QC MIN LAP TO FLOOR L� } REINFORCING O a a 1 1/2" <.k 2 1/2" PIPE SUCTION LINE N PRE55URE GARTRI D6E GAUGE 4 FILTER 2 HP PUMP WITH PRE55URE 150 SQ.FT. HAIR $LINT RELIEF VALV< TIMER / STRAINER / I SALT 5Y5TEM 0 3 FEET S ACING \/ J�� S, /� \ POOL FILTRATION SYSTEM EGU I PMENT SGHEMAT I C a VARIABLE LENGHT �O 50 FT MAXI DOU5LE MAIN DRAIN (DETAIL) ACCORDING TO (424.26.6.5)(424.26.6.4) (424.221.2) water I NON - CORROSIVE LIGHT HOU51N6 WITH REPLACEABLE 100 -300 WATT CAPACITY BULB AND 5 FOOT P16TAIL WIRE WRAP FOR SERVICING LIGHT ON SURFACE OF DECK. BRASS GROUND WIRE CLAMP ANCHORED TO WALL STEEL JUNCTION B PRE- CAST COPING 5' -0" MIN. 8" M11 . to Wa er Ilse TOTAL LOAD CALCULATIONS E.ADDER5 6EN. LI6HTIN6:I,385 5F x 5 WATT5/SF ............... ............................... =5,655 W. - - 6EN. APPLIANCES 4 WATER HEATER .................... ......................... =28,000 W. POOL PUMP AT 100% ................................................... ............................... =1,4012 W. POOL1_16HT AT 100% ........................................................ ............................ =54 W. s� TOTAL = 35,201 W. FIRST 10 KW AT 100 % ............................................ ..............................= 10,000 W. REMAINDER 25,201 WATT5 ® 40 % .................. ............................... =10,050 W. TOTAL LOAD a DEMAND FACTOR ...................... ............................... =0,080 W. A/G OR HEATING AT 100 % .................................. ............................... =10,000 W. TOTAL CONNECTED LOAD= 30,080 WATTS /240 VOLTS= 125 AMPS 2 # 12 THHN, 2P 20 AMP IF 15 AMP EXIST METER I # 12 THHN G\/ (SNP I # 12 THHN CAN PROVIDE GFI GV 6ND EXIST FPL FILTER PUMP EX15T. O 5ERVICE HOU5E PANEL 200 BOX 4 0 6F1 RECEPTACLE 20 A PUMP 10' MIN 20' MAX. FROM WATER LINE SWITCH sW. 15A 100 W SW TRANS IME TX SALT SYSTEM 0 I � FILTER 54 W. PUMP POOL MOTOR L16HT POOL ELECTRICAL SCHEMATIC, N.T.5. ...... ......... FLOTATION ANALYSIS TOP OF POOL WALL ELEVATION ------ 10.10' COUNTY FLOOD CRITERIA ----------- 6.0' LOW POINT POOL LEVEL ---------- 4.21' POOL UPLIFT FORGE ________1.i3' DEDUCT 2.00' ALLOWED FOR ------ ( - )2.00' USE OF 2" HYPR05TATIC PRE55URE RELIEF VALVE (- 2.00') RESULTANT UPLIFT FORGE ---------- (-)025- 5LA5 THICKNE55 REQ'D = 6" WATER LINE OF POOL of ml of 1 :7, SLOPE (max) iti1 �y I 1 ; 3 SLOPE (max) r ANTI - VORTEX M.D. ASSEMBLY HYDROSTATIC VALVE TYPIGAL POOL SECTION NTS #8 COPPER GROUND ANCHORED TO NICHE 8 GU GND WIRE I N5ULATED 5TAINLE55 STEEL LIGHT NICHE (12 VOLT) TO COMPLY WITH 5.F.B.G. AND NEC, 680 (5EE PLAN FOR LOCATION) SECTION UNDER WATER LAMP. goJF-1 E.ADDER5 so IBS EQUIP. JUNCTION FORMING BOXES (6) SHELLS FENCE METAL <- 5 FT FROM PV POOL t DECK ETC, < 5 FT COMMON BONDING GRID DETAIL REISTEEL IN6 GU. SPLIT BOLT s� M COVE CWW. (TYPICAU MOTOR r" TOP OF FIXTURE GND. LUG IN NICHE GOAT LU65 W/ G L II IRGULATIN6 06 50LID CU. U :E APPROVED 3M EQUIPMENT TO POOL EQUIP. _ f w SILICON POTTING ELEGTRIGALn DRAINS IN �THR SUPPLY #8 COPPER GROUND ANCHORED TO NICHE 8 GU GND WIRE I N5ULATED 5TAINLE55 STEEL LIGHT NICHE (12 VOLT) TO COMPLY WITH 5.F.B.G. AND NEC, 680 (5EE PLAN FOR LOCATION) SECTION UNDER WATER LAMP. goJF-1 E.ADDER5 FIXED METAL FENCE METAL <- 5 FT FROM DOOR FRAMES, WATER EDGE ETC, < 5 FT COMMON BONDING GRID DETAIL N.T.S. COMMON BONDING 6RID PERMITTED TO BE= STRUCTURAL REINFORCIN6 5TEEL ROD5 THAT ARE BONDED TOGETHER WALL OF BOLTED OR WELDED METAL POOL. SOLID COPPER CONDUCTOR NO. 6 OR LARGER 4' •6 SOLID CU. 5WIMMIN6 POOL 2" ROC, FROM POWER COMPANY TRANSFER PAD CI T ,T Ur ouu I ri IViiANII BUILDING DEPT. STRUC ALTERNATIVE DESIGN EQUIVALENT TO NEC, 680.26 (0) N.T.S. 4'05 SOLID CV. 4'05 SOLID CU. WET NITCH CLAMPED TO VERTICAL POOL STEEL. (TYP. OF 4) 6' BELOW GRADE W (Vt V' In C a X61 ` 00% 'rSV) N S�J Y v h c o PROL POOL,INC© COPYRIGHT THIS DRAWING IS THE PROPERTY OF PROL POOL.INC UNLESS OTHERWISE PROVIDED FOR BY CONTRACT. THE CONTENTS OF THIS DRAWING ARE CONFIDENTIAL AND SHALL NOT BE TRANSMITTED TO ANY PARTY EXCEPT AS AUTHORIZED TO BY THE ENGINEERS OF RECORD. i= Y 0 O M 10 w 0 a a: w U Z M s� M LU'' C) J LZ J LJC G L U :E w Q 7) O O N w N J CnL0 L , ` 10 _ W N QW Cq W 10 � oN Ls L� w Z O O a a Iti e' project number: e' e 4Y sheet titIe�i�.� SITE PLAN & LAYOUT PLAN Q' r e v i s i o n s issued for: issue date: 11 -10 -11 drawn by: I approved by: scale - INDIGATELi�.,,, EMILIANO OQ •• Florida Registrai601&o. 6E? 4�1,rir 817 SW 122 AVE. MIAMI k-sif84 (786) 715 7125 s e e t number SP'2 s h e e t: 2 of 2 s� r e v i s i o n s issued for: issue date: 11 -10 -11 drawn by: I approved by: scale - INDIGATELi�.,,, EMILIANO OQ •• Florida Registrai601&o. 6E? 4�1,rir 817 SW 122 AVE. MIAMI k-sif84 (786) 715 7125 s e e t number SP'2 s h e e t: 2 of 2