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12-109-002RETU4RN — — _ _ ] DRAIN COVER RETURN COMPLIANT W /ASME /ANSI All 2.19.8 200 I I I VACUUM I� III III III III III III III III III SKIMMER III II11 RETURN IIIII I Mil l j l j 1 1/2" BUBBLE JET LIIIE jI I j I 2" SKIMMER LINE j jI l l l 1 1/2" FLOOR RETURN �IIII I 2" VACUUM LINE IIIII 2 1/2" DUAL POOL MAII DRAIN LINE IIIII L I 1 1 Y2" VENT LINE TO EQLP 111 -I 1 POOL RETURN LINE .I II IIIII �IIII IIIII �IIII IIIII j1111 III L - - - -- I L - - - - -- �L- - - - - -- POOL EQUIP. PIPIN PLAN 1,/4 " =1' -0" PIPE PRESSURE FLOW SUCTION FLOW SIZE CAPACITY (1 OFPS) 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 6�_ 0 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 1211 29 LF 1 75 gpm 1 Z' 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. water z 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 JUNCTION B PRE– CAST COPING 5' -0" MIN. 1" PV0_ TOP OF FIXTURE F / 8" Mltj. 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. ADJUSTABLE COLLAR WEIR PERFORATED BASKET 2" TREAD SKIMMER DETAIL ACCORDING TO (424.221.2) PRESSURE ih GAUGE & CARTRIDGE FILTER PRESSURE 150 SQ.FT. 1.5 HP PUMP WITH RELIEF VALVE HAIR & LINT TIMER STRAINER PqF, olk > HAYWARD GOLDLINE SALT SYSTEM �\C� .< 3 FEET MIN. SPACING F1� 1Y(ZC� ♦� POOL FILTRATION SYSTEM EQUIPMENT SCHEMATIC HIDROSTATIC Y U m RELIEF VALVE 1 1/2" MAIN DRAIN DRAIN COVER COMPLIANT WITH CU. SPLIT BOLT 4' #8 SOLID CU. VENT. ASME /ANSI A112.19.8a. 2008 3' -0" (MIN CLAMPED TO Q 6" (MIN) CONIC.£ #8 SOLID CU. STEEL. (TYP. OF 4) TO POOL EQUIP. SWIMMING IN WATER SUPPLY ALL AROUND TRENCH. GRADE ;, , z V) o g 0 DRAIN SUMP. 21/2" Q M 10 • 10 J # 3 AROUND NLU N L m DRAINS 0 12 0/C W ,O E.W. W/18" o a MIN LAP TO FLOOR W Li REINFORCING N a a 0 1 1 1/2 2 1/2" PIPE n_ LINE :2 0 n- VARIABLE LENGHT 0 30 FT MAX DOUBLE MAIN DRAIN (DETAIL) ACCORDING TO (424.26.6.3)(424.26.6.4) (424.221.2) TOTAL LOAD CALCULATIONS GEN. LIGHTING:1,180 SF x 3 WATTS /SF ............. ............................... =3,540 W. GEN. APPLIANCES & WATER HEATER ................... .............................. = 28,000 W. POOL PUMP AT 100% ............................................ ............................... =1,119 W. POOL LIGHT AT 100% .............................................. ............................... =300 W. TOTAL = 32,959 W. FIRST 10 KW AT 100 % ....................................... ..............................= 10,000 W. REMAINDER 22,959 WATTS 0 40 % ................... ............................... =9,183 W. TOTAL LOAD ® DEMAND FACTOR .......................... .............................. = 19,183 W. A/C OR HEATING AT 100 % ................................ ..............................= 10,000 W. TOTAL CONNECTED LOAD= 29,183 WATTS /240 VOLTS= 122 AMPS EXIST 2 # 12 THHN, 2P 20 AMP 2 # 12 THHN, METER 1 # 12 THHN CV GND 1P 15 AMP EXIST. PROVIDE GFI 1 # 12 THHN 200 A. FILTER PUMP CV GROUND HOOUS O EXIST FPL SERVICE JUNCTION BOX & 20 A JB PUMP SWITCH SALT SYSTEM ER GFI RECEPTACLE 0 10' MIN 20' MAX. FROM WATER LINE SW. 15A SW TX- 0 JB FILTER 300 W PUMP POOL MOTOR LIGHT FLOTATION ANALYSIS Wo W TRANSF. NEW SUBPANEL 60 AMP 3 #6 THWN& 1 #8 GND IN 3/4 "C PROTECTED BY 60A BREAKER IN PANEL POOL ELECTRICAL SCHEMATIC N.T.S. TOP OF POOL WALL ELEVATION ----9.41' COUNTY FLOOD CRITERIA— _____6.O 01 NOI LOW POINT POOL LEVEL ________2.58' POOL UPLIFT FORCE _________3.42' DEDUCT 2.00' ALLOWED FOR__ —_(– )2.00' USE OF 2" HYDROSTATIC PRESSURE RELIEF VALVE (- 2.00') RESULTANT UPLIFT FORCE ______1.42' UPLIFT ANALYSIS RESULTANT UPLIFT FORCE ___( +)1.42' * 62.4 psf= 89 psf (UP) SLAB 6" (144 psf) = 72 psf (DOWN) WALL spool depth- 6')(pool 12erimeter - 84)(144 psfi = 104 psf (DOWN) (pool area -348) TOTAL DOWN_______ 176 psf(DOWN) SLAB THICKNESS REQ'D = ____6" WALL THICKNESS REQ'D = ____6" DIVING BOARDS JUNCTION FORMING BOXES (G) SHELLS POOL & DECK COVER REINFORCING MOTOR WATER CIRCULATING EQUIPMENT DECK ELECTRICAL DRAINS PANEL GRARUND 6 K 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 WATER LINE OF POOL I 1 01 1 : 7 SLOPE (max) io I 'may I 2" RGC FROM POWER COMPANY TRANSFER PAD 1 : 3 SLOPE (max) ANTI – VORTEX M.D. ASSEMBLY W /�f HYDROSTATIC VALVE TYPICAL POOL SECTION NTS ' � _ M ' x•i — _ _ _ _ — — _ _ _ ' - _ — l � %off � � ?�•� �`T •\'g - - _ - e, fn z w..,, °i v c �+ O c ��ql \ N O �9�L� A kA Cry 0 �NGS�O��ON O1NG EQUIP. Y U m 4' #8 SOLID ih CU. LIJ CU. SPLIT BOLT 4' #8 SOLID CU. CWW. (TYPICAL) WET NITCH CLAMPED TO Q VERTICAL POOL #8 SOLID CU. STEEL. (TYP. OF 4) TO POOL EQUIP. SWIMMING IN WATER SUPPLY POOL 6" BELOW TRENCH. GRADE SOD CU. 1 CITY OF SOUTH MIAMI BUILDI G DEPT. ALTERNATIVE DESIGN EQUIVALENT TO STRUCT RA SECTION NEC 680.26 (Cj N.T.S. PROL POOL,INC© COPYRIGHT THIS DRAWING IS THE PROPERTY OF PROL POOWNC 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. IJ Y U m z 0 0. � Z3W 0 LIJ J U_ U_ IV g Q Q � � V) o g 0 Q M 10 10 NLU N L Q CO W ,O 10 in o W Li W W a a 0 0 project number: s e e t t I t I e SITE PLAN LAYOUT PLAN r e v i s i 0" fl., s issued for: issue date: 1 -20 -12 drawn by: approved by: scale: AS INDI'c 0;0 S % etj�- ' Al EMILIANO ORO�'GO,,,,,Ac� Florida Registration No. 66341 817 SW 122 AVE. MIAMI FL. 33184 (786) 715 7125 s e e t number SP-2 sheet: 2 of 2 Y rP L' .h le. k