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10-342-005ADJUSTABLE COLLAR WEIR d 0 F- PERFORATED BASKET 2" TREAD SKIMMER DETAIL ACCORDING TO (424.221.2) PIPING PLAN 1/4" =1' -0" PRE55URE GAUGE CARTRIDGE PRESSURE F I LTER 1.5 HP PUMP WITH RELIEF VAL :125 50.FT. HAIR 4 LINT TIMER STRAINER n Z ��,j/ SALT SYSTEM 3 FEET MIN. SPACING POOL FILTRATION S`I'STEM EGU I PMENT SGHEMAT I G water I z Go NON - ,ORRO51 VE 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 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 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 110 29 LF 1 75 gpm 120 40 LF 1.5 90 gpm 1 in 49 LF 2 95 gpm 11- 51 LF 2.5 115 gpm 11" 62 LF 3 140 gpm 1 J' 76 LF -Vent is designed to evacuate suction in 3 sec. or less per FBC 424 -This safety vacuum relief system is a rxxr mechanical vent system that will limit the transmission of auction at the outlet to a maximum of 4.5• of mercury. JUNCTION E PRE— CAST COPING 5' -0" MIN. PYG- TOP OF FIXTURE LOAD 061-0ULATION5 PANEL 'B' _ _ _ _ GEN. LIGHTING: 5,55 -1 5F x 5 WATT5 /5F - =10,0; - - GEN. APPLIANCES 4 WATER HEATER ......... .............................. = 28,000 yt - - - - - - - l POOL PUMP AT 100% ................................................. ..............................= I,I IQ W. POOL LIGHT AT 100% .......................................... ............................. :. =300 IN. = - 8" MI TOTAL = - 561,45C3- to wa or line FIRST 10 KW AT 100 % ......................... REMAINDER 2q,450 Y4ATT5 0 40 % ................ ..............................= 11,772 W. TOTAL LOAD ® DEMAND FACTOR ................... ..............................= 21,172 W. CND. LUG IN NICHE GOAT LUC75 W/ APPROVED 3M SILICON POTTING 1#8 COPPER GROUND ANCHORED TO NICHE 8 GU 6ND WIRE I NSULATED STAINLESS STEEL LIGHT NICHE (12 VOLT) TO COMPLY WITH S.F.B.C. AND NEC 680 (SEE PLAN FOR LOCATION) SECTION UNDER HATER LAMP. A/C OR HEATING AT 100 % ................................. ..............................= 10,000 W. TOTAL CONNECTED LOAD= 31,712 WATT5 /240 VOLTS= 152 AMPS 2 # 12 THHN, 2P 20 AMP # 12 THHN G�/ GND 2 # 12 THHN, IF 15 AMP PROVIDE GF I I # 12 THHN CV GND F I LTER PUMP —� SALT 5Y5TEM --------- ...........................----------.--.....---------------------.........----------.....................................---................................ ............................... FLOTATION ANALYSIS TOP OF POOL WALL ELEVATION ------ 8.2T COUNTY FLOOD CRITERIA ------------ .0' LOW POINT POOL LEVEL ---------- 2.44' POOL UPLIFT FORGE ------------ 4.56' DEDUCT 2.00' ALLOWED FOR ------ ( - )2.00' USE OF 2" HYDROSTATIC PRESSURE RELIEF VALVE (- 2.001) RESULTANT UPLIFT FORGE __________2.56' SLAB THICKNESS REG'D = _____6" WATER LINE OF POOL 300 W TRANSFORMER I TIMER COMBINATION JUNCTION BOX 4 F15A OF ECEPTACLE 20 A PUMP 0 20' MAX. -® WATER LINE SWITCH FILTER PUMP MOTOR TX 0 JB 500 W POOL LIGHT 300 W TRANSFORMER ............................................................................. ............................... UPLIFT ANAL)0'515 EXIST. 200 A PANEL EXIST METER GAN COMBO FoEXIST FPL — SERV I GE E 2" RGG FROM POWER COMPANY TRANSFER PAD POOL ELEGTRI GAL SOHEMATI O N.T.S. RESULTANT UPLIFT FORGE ____( +)2.56' '" 62.4 psf= 15Q psf (UP) SLAB 8" (144 psf) = Q6 psf (DOWN) WALL 6" (pool depth)(pool perimeter)(144 psf) = 71 psf (DOWN) (Pool area) TOTAL DOWN________ 16-7 SLAB THICKNESS REG'D = _____8" WALL THICKNESS REO'D = _____6" 1 1/2" MAIN DRAIN w Z O a w W 0 HIDROSTATIG VENT. RELIEF VALVE . _O" (MIN)) ................ H 6" (MIN) GONG. ILL. ALL AROUND. DRAIN SUMP. ` 2 12' z g # 3 AROUND ,`- W DRAINS ® 12 010 A ' ' '' "� Q E.W. W/18" LU MIN LAP TO FLOOR Q REINFORCING fY J I\ 3 >< .. ........ . \_.. 2" PIPE � SUCTION LINE to a VARIABLE LENGHT tri to ^ ' L O 30 FT MAX ' . ............................. ............................... . w� DOUBLE MAIN DRAIN (DETAIL) ACCORDING TO (424.26.6.3)(42426b.4) (424.2212) JUNCTION E PRE— CAST COPING 5' -0" MIN. PYG- TOP OF FIXTURE LOAD 061-0ULATION5 PANEL 'B' _ _ _ _ GEN. LIGHTING: 5,55 -1 5F x 5 WATT5 /5F - =10,0; - - GEN. APPLIANCES 4 WATER HEATER ......... .............................. = 28,000 yt - - - - - - - l POOL PUMP AT 100% ................................................. ..............................= I,I IQ W. POOL LIGHT AT 100% .......................................... ............................. :. =300 IN. = - 8" MI TOTAL = - 561,45C3- to wa or line FIRST 10 KW AT 100 % ......................... REMAINDER 2q,450 Y4ATT5 0 40 % ................ ..............................= 11,772 W. TOTAL LOAD ® DEMAND FACTOR ................... ..............................= 21,172 W. CND. LUG IN NICHE GOAT LUC75 W/ APPROVED 3M SILICON POTTING 1#8 COPPER GROUND ANCHORED TO NICHE 8 GU 6ND WIRE I NSULATED STAINLESS STEEL LIGHT NICHE (12 VOLT) TO COMPLY WITH S.F.B.C. AND NEC 680 (SEE PLAN FOR LOCATION) SECTION UNDER HATER LAMP. A/C OR HEATING AT 100 % ................................. ..............................= 10,000 W. TOTAL CONNECTED LOAD= 31,712 WATT5 /240 VOLTS= 152 AMPS 2 # 12 THHN, 2P 20 AMP # 12 THHN G�/ GND 2 # 12 THHN, IF 15 AMP PROVIDE GF I I # 12 THHN CV GND F I LTER PUMP —� SALT 5Y5TEM --------- ...........................----------.--.....---------------------.........----------.....................................---................................ ............................... FLOTATION ANALYSIS TOP OF POOL WALL ELEVATION ------ 8.2T COUNTY FLOOD CRITERIA ------------ .0' LOW POINT POOL LEVEL ---------- 2.44' POOL UPLIFT FORGE ------------ 4.56' DEDUCT 2.00' ALLOWED FOR ------ ( - )2.00' USE OF 2" HYDROSTATIC PRESSURE RELIEF VALVE (- 2.001) RESULTANT UPLIFT FORGE __________2.56' SLAB THICKNESS REG'D = _____6" WATER LINE OF POOL 300 W TRANSFORMER I TIMER COMBINATION JUNCTION BOX 4 F15A OF ECEPTACLE 20 A PUMP 0 20' MAX. -® WATER LINE SWITCH FILTER PUMP MOTOR TX 0 JB 500 W POOL LIGHT 300 W TRANSFORMER ............................................................................. ............................... UPLIFT ANAL)0'515 EXIST. 200 A PANEL EXIST METER GAN COMBO FoEXIST FPL — SERV I GE E 2" RGG FROM POWER COMPANY TRANSFER PAD POOL ELEGTRI GAL SOHEMATI O N.T.S. RESULTANT UPLIFT FORGE ____( +)2.56' '" 62.4 psf= 15Q psf (UP) SLAB 8" (144 psf) = Q6 psf (DOWN) WALL 6" (pool depth)(pool perimeter)(144 psf) = 71 psf (DOWN) (Pool area) TOTAL DOWN________ 16-7 SLAB THICKNESS REG'D = _____8" WALL THICKNESS REO'D = _____6" • ..,�vrt (max) to P .. ; 3 SLOPE (Max) ANTI - VORTEX M.D. ASSEMBLY M HYDROSTATIC VALVE TYP I GAL POOL SECT I ON NTS HOARDS SHI=LLS \ POOL 4 DECK o - � • a•. ❖.•O �.1.•: DAINS PANEL AATER .- - FIXED METAL .. FEWEt-IAl_ COMMON iI N.T.S. COMMON BONDING &RID PERMITTED TO BE: STRUCTURAL REINFORGIN& STEEL RODS THAT ARE BONDED TOGETHER WALL OF BOLTED OR WELDED METAL POOL. SOLID COPPER CONDUCTOR NO. 8 OR LARGER s8 SOLID C.U. TO POOL EMIR IN AATER SUPPLY TRENCH. CU. SPLIT BOLT CM (TYPICAL) 5WIMMING POOL 4' #6 SOLID GU. cl- S, iPPRC LIATE ALTERNATIVE DESIGN EQUIVALENT TO NEC 680.26 (C) N.T.S. ti 0 N N �o PROL POOL,INC© COPYRIGHT THIS DRAWING IS THE PROPERTY OF PROL POOL,INC UNLESS OTHERWISE PROVIDED FOR BY CONTRACT. THE CONTENTS OF THIS DRAVANG ARE CONFIDENTIAL AND SHALL NOT BE TRANSMITTED TO ANY PARTY EXCEPT AS AUTHORIZED TO BY THE ENCINEERS OF RECORD. F p Y O m w Z O a w W 0 �p _I ILL. ILL. • ..,�vrt (max) to P .. ; 3 SLOPE (Max) ANTI - VORTEX M.D. ASSEMBLY M HYDROSTATIC VALVE TYP I GAL POOL SECT I ON NTS HOARDS SHI=LLS \ POOL 4 DECK o - � • a•. ❖.•O �.1.•: DAINS PANEL AATER .- - FIXED METAL .. FEWEt-IAl_ COMMON iI N.T.S. COMMON BONDING &RID PERMITTED TO BE: STRUCTURAL REINFORGIN& STEEL RODS THAT ARE BONDED TOGETHER WALL OF BOLTED OR WELDED METAL POOL. SOLID COPPER CONDUCTOR NO. 8 OR LARGER s8 SOLID C.U. TO POOL EMIR IN AATER SUPPLY TRENCH. CU. SPLIT BOLT CM (TYPICAL) 5WIMMING POOL 4' #6 SOLID GU. cl- S, iPPRC LIATE ALTERNATIVE DESIGN EQUIVALENT TO NEC 680.26 (C) N.T.S. ti 0 N N �o PROL POOL,INC© COPYRIGHT THIS DRAWING IS THE PROPERTY OF PROL POOL,INC UNLESS OTHERWISE PROVIDED FOR BY CONTRACT. THE CONTENTS OF THIS DRAVANG ARE CONFIDENTIAL AND SHALL NOT BE TRANSMITTED TO ANY PARTY EXCEPT AS AUTHORIZED TO BY THE ENCINEERS OF RECORD. F p Y O m w Z O a w W 0 �p ILL. ILL. C z g < W fie w n- �- LU Q J Q ^ fY J I\ 3 >< N Q N � i to •N tri to ^ ' L w� G w o a a. 10, project number:•., . sheet title SWIMMING POOL PIPING PLAN AND : DETAILS 4 r, r e v i s i o n s4 4' «8 50LID C). 4'#8 SOLID W. WET NITCH CLAMPED TO VERTICAL POOL STEEL. (TYP. OF 4) issuea Tor: issue 'date: 4-8 -10 drawn hy: approved hy: scale: AS INDICATED s Le. ..a .:. • .. I �� a �f : • • �.- -s 1,'A, JOSE A.'6 1AZ; ""P. E. Florida Registration Nb. 54883 16438 SW 103 LN. MIAMI FL. 33196 (305) 494 4791 s e e t number SP-2 sheet: 2 of 2