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12-784-002ADJUSTABLE COLLAR PERFORATED LlBASKET 2" TREAD SKIMMER DETAIL ACCORDING TO (424.221.2) R 2" VACUUM LIN 2" SKIMMER LIN 1 1/2" POOL RETURN LIN 1 1/2" VENT LIN 2 DUAL POOL MAIN DRAIN LIN PIPE PRESSURE FLOW SUCTION FLOW SIZE CAPACITY (10FPS) CAPACITY(8FPS) 2P 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 0- 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 51 LF 2.5 115 gpm 1 62 LF 3 140 gpm 1 2" 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. HIDROSTATIC RELIEF VAL 6 (MIN) CON ALL AROW DRAIN SUM # 3 AROUI DRAINS 0 12 O, E.W. W/18" MIN LAP FLOOR REINFORCIt 2" P11 SUCTION LII 0 water Ii Co NON— CORROSIVE LIGHT HOUSING WITH REPLACEABLE 100 -300 WATT CAPACITY BULB AND 5 FOOT PIGTAIL WIRE WRAP FOR SERVICING LIGHT ON SURFACE OF DECK. BRASS GROUND WIRE CLAMP ANCHORED TO WALL STEEL 'ESSURE HUGE & CARTRIDGE FILTER • -t, ;ESSURE 340 SQ.FT. LIEF VALVE N \ 991 GOj \ SALT SYSTEM � O 3 FEE NI DO% SPACIN POOL FILTRATION SYSTEM EQUIPMENT SCHEMATIC 1 1/2" MAIN DRAIN VENT. TOP OF POOL WALL ELEVATION-----12.55' w z 0 a- W W 0 COUNTY FLOOD CRITERIA8.00' �I LOW POINT POOL LEVEL �_— 2P 20 AMP 2 #12THHN, DEDUCT 2.00' ALLOWED FOR_ —_—(— •;. USE OF 2" HYDROSTATIC 1 # z 1 P 15 AMP ;,, EXIST CV GND PROVIDE 1 # 12 THHN EXIST. J: GFI FILTER PUMP CV GROUND METER CAN ~ CL �- v> J`. w EXIST J w PANEL p(• LLJ M t,,2" SERVICE U EPTACLE J Q L RGC FROM ° 20' Max. Q°° 0 ` OWER COMPANY B FFROM TER LINE O TRANSFER PAD J .BOX & IABLE LENGHT .0 ....FT MAX DOUBLE MAIN DRAIN (DETAIL) ACCORDING TO (424.26.6.3)(424.26.6.4) (424.221.2 L JUNCTION B PRE— CAST COPING 5' -0" MIN. 1" PVC - TOP OF FIXTURE 8" MI . to wa er line GND. LUG IN NICHE COAT LUGS W/ APPROVED 3M SILICON POTTING 8 COPPER GROUND ANCHORED TO NICHE 8 CU GND WIRE INSULATED STAINLESS STEEL LIGHT NICHE /* (12 VOLT) TO COMPLY WITH S.F.B.C. AND NEC 680 (SEE PLAN FOR LOCATION) SECTION UNDER WATER LAMP. DIVING BOARDS JUNCTION FORMING BOXES (G) SHELLS POOL & DECK COVER REISTEEEL ING MOTOR WATER CIRCULATING EQUIPMENT ELECTRICAL DECK PANEL DRAINS &RUND ADDERS FIXED METAL FENCE METAL <= 5 FT FROM DOOR FRAMES, WATER EDGE ETC, < 5 FT COMMON BONDING GRID DETAIL N.T.S. COMMON BONDING GRID PERMITTED TO BE: STRUCTURAL REINFORCING STEEL RODS THAT ARE BONDED TOGETHER WALL OF BOLTED OR WELDED METAL POOL. SOLID COPPER CONDUCTOR NO. 8 OR LARGER TOTAL LOAD CALCULATIONS GEN. LIGHTING: 4,242 SF x 3 WATTS /SF .............................= 12,726 W. GEN. APPLIANCES & WATER HEATER ............ ........................ = 28,000 W. POOL PUMP AT 100% ............................... ............................... =1,492 W. POOL /SPA LIGHT AT 100% .............................. ............................ =89 W. TOTAL........................................................ .............................. = 43,799 W. FIRST 10 KW AT 100 % .......................... ..............................= 10,000 W. REMAINDER 33,799 WATTS ®40 % ..................................... — 13519 W. TOTAL LOAD ® DEMAND FACTOR .......... ............................... .. = 23,,519 W. A/C OR HEATING AT 100 % ................... ..............................= 10,000 W. TOTAL CONNECTED LOAD= 33,519 WATTS /240 VOLTS= 139.6 AMPS 2 #12THHN, TOP OF POOL WALL ELEVATION-----12.55' w z 0 a- W W 0 COUNTY FLOOD CRITERIA8.00' �I LOW POINT POOL LEVEL �_— 2P 20 AMP 2 #12THHN, DEDUCT 2.00' ALLOWED FOR_ —_—(— )2.00' USE OF 2" HYDROSTATIC 1 # 12 THHN 1 P 15 AMP ' RESULTANT UPLIFT FORCE ---- EXIST CV GND PROVIDE 1 # 12 THHN EXIST. METER GFI FILTER PUMP CV GROUND METER CAN ~ CL �- v> HOUSE w EXIST J w PANEL FPL LLJ 200 A t,,2" SERVICE U EPTACLE J 0. y L RGC FROM ° 20' Max. Q°° 0 ` OWER COMPANY B FFROM TER LINE O TRANSFER PAD J .BOX & 20 A PUMP SW SWITCH __ n #8 SOL TO PO( IN WAT TRENCH SALT SYSTEM FI LTER PUMP MOTOR (COMPLIES W /FBC E403.9 ENERGY CODE) 0 JIB 54 W POOL LIGHT 100 W TRANSF. POOL ELECTRICAL SCHEMATIC N.T.S. FLOTATION ANALYSIS TOP OF POOL WALL ELEVATION-----12.55' w z 0 a- W W 0 COUNTY FLOOD CRITERIA8.00' �I LOW POINT POOL LEVEL �_— ___6.72' POOL UPLIFT FORCE w DEDUCT 2.00' ALLOWED FOR_ —_—(— )2.00' USE OF 2" HYDROSTATIC 0 w PRESSURE RELIEF VALVE (- 2.00') ' RESULTANT UPLIFT FORCE ---- - -_(— )0.72' WATER LINE OF POOL `r' I 1 :3 SLOPE (max) ANTI — VORTEX M.D. ASSEMBLY W/J HYDROSTATIC VALVE TYPICAL POOL SECTION N TS ALTERNATIVE DESIGN EQUIVALENT TO NEC 680.26 (C) N.T.S. CITY OF SOUTH MIAMi 13UILDING DEPT. #8 SOLID STRUC 1• Tfi4L SECTION B SOLID BARE CU. ET NITCH LAMPED TO ERTICAL POOL TEEL. (TYP. OF 4) BELOW ;ADE 2' r. QI 3 A x �o N v v � O \ S o � "0 jam] � N PROL POOL,INC© COPYRIGHT THIS DRAWING IS THE PROPERTY OF PROL POOUNC 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. C ]Z m w z 0 a- W W 0 �I II of w `r' I 1 :3 SLOPE (max) ANTI — VORTEX M.D. ASSEMBLY W/J HYDROSTATIC VALVE TYPICAL POOL SECTION N TS ALTERNATIVE DESIGN EQUIVALENT TO NEC 680.26 (C) N.T.S. CITY OF SOUTH MIAMi 13UILDING DEPT. #8 SOLID STRUC 1• Tfi4L SECTION B SOLID BARE CU. ET NITCH LAMPED TO ERTICAL POOL TEEL. (TYP. OF 4) BELOW ;ADE 2' r. QI 3 A x �o N v v � O \ S o � "0 jam] � N PROL POOL,INC© COPYRIGHT THIS DRAWING IS THE PROPERTY OF PROL POOUNC 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. C ]Z m w z 0 a- W W 0 w 0 w J uJ IZ i N w < LU ~ CL �- v> 0 w O J w LLJ N 01 U IA J 0. y L W N pO < U W y oO Q°° 0 ` 65 aWz O CL 10 project number: r ;• sheet title a, P iping plan & DETAILS r e v i s i o n s issued for: issue date: 7 -2 -12 drawn by: approved by: T.P. T.P. stale: AS INPIcA,1 S 01 a EMILIANO ,E: Florida Registratian,,No. k63 1 817 SW 122 AVE. MIAMI (.'331$4 (786) 715 7125 s h e e t number SP-2 sheet: 2 of 2