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<br /> Y.., (E) 3" SP MAIN DRAIN SUCTION--- - ' (E) DIVE POOL 4" MAIN DRAIN SUCTION
<br /> (E) 6" SURGE TANK SUCTION
<br /> (E) 5�'�GUTTER/SURGE-TANK SUCTION F (E) DIVE POOL 4 SKIMMER SUCTION
<br /> (E) 3" 5P SUCTION SWIMMING POOL DATA
<br /> (E) 4" SP WALL RETURN 11�
<br /> (E) 3" 5P GUTTER RETURN 3
<br /> (E) b" DP WALL RETURN SURFACE AREA = 3,378 SQ. FT.
<br /> 1 PERIMETER = 240 FT.
<br /> ACID
<br /> FEED PUMPS I I DEPTHS = 41 TO 6'-0"
<br /> 11 i I I I 1 i II DESIGN GROUP
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<br /> 53GAL ACID i I I I I I I I I I SUCTION THROUGH
<br /> STORAGE CARBO 5 I I I I I EX15TING WALL VOLUME = 126,506 GAL. z2zs Faraday Ave.Carlsbad,CA 92oos
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<br /> 6HR TURNOVER - 351 GPM
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<br /> (E) ACCESS
<br /> PENETRATIONS INTO STEPS These drawings and specifications are
<br /> CHEMICAL ROOMS WITH HILTI 6 ON
<br /> 6 i DIVE POOL DATA the property and copyright of Aquatic
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<br /> c 1 VG Design Group, Inc. and shall not be
<br /> FIRE STOP FS-ONE AND LIN .. ��������� � I BFV
<br /> SEALS WHERE APPLIG E — — — — — - — 6 m 5 - used on any other work except by
<br /> 6 FM 0 SURFACE AREA 2,400 SQ. FT, agreement with Aquatic Design Group,
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<br /> Inc. Written dimensions shall take
<br /> 1 11 ���- �� � - V STRAIN REDUCER PERIMETER = 200 FT. preference over scaled dimensions and
<br /> HAZARDOUS
<br /> ACID � 1 FM 3 O BFV shall be verified on the job site. Any
<br /> INFORMATION ROOM I I SP 4X4 GV discrepancy shall be brought to the
<br /> SIGNAGE I (E) HOUSEKEEPING PAD DEPTHS = 6`-0" TO 11`-6" notice of Aquatic Design Group, Inc.
<br /> 1 I STRAINER I _�_r prior to the commencement of any work.
<br /> 6" 6" i 4" HOUSEKEEPING PAD BFV 3 PROVIDE LINK SEALS AND VOLUME = 157,486 GAL.
<br /> OF CARG. _ NON-SHRIINK GROUT AT ALL
<br /> $:W 4 HOUSEKEEPING PAD O 1
<br /> WALL PENETRATIONS, TVP. 6HR TURNOVER = 437 GPM
<br /> PUMP I
<br /> G' SP GRG.
<br /> 6„ I 6" PUMP
<br /> (E) 6" VENT ; _ — — — - — PROVIDE LINK SEALS AND
<br /> (E) EMERGENCY 1/ -
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<br /> SHOWER GUJ 1 BF ' WALL PENETRATION5, TYP.
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<br /> INFORMATION 1 CHLORINE Q FD 1 = -
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<br /> SIGNAGE FEED PUMPS GI 6„ „ SFV
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<br /> PROVIDE LINK SEALS AND GUJ -
<br /> NON-SHRINK GROUT AT ALL b 3111 REVISIONS
<br /> WALL PENETRATIONS, TYP.
<br /> NO. DATE DESCRIPTION
<br /> ,
<br /> APPROX. POG TO EXISTING 4" SANITARY SP 2" 'GLA-VAL' FILL SY5TEH 14
<br /> (E) 4 SEWER SEWER, CONTRACTOR TO FIELD VERIFY TO EXISTING STILLING PIPE 0
<br /> DP 1" 'GLA-VAL' FILL
<br /> SYSTEM TO POOL FALL 15
<br /> EQUIPMENT LIST (REFER TO SPECIFICATIONS FOR DETAILED INFO.) GENERAL NOTES
<br /> 16 5WIMMING-POOL.SURGE TANK: EXISTING 51 DIA. RESERVOIR TANKS 1. THE PIPING 5Y5TiEM SHALL HAVE DIRECTION OF FLOW ARROWS INDICATED
<br /> Q SUJIMMNS POOL CIRCULATION PUMP STRAINER: 'MER-MADE' FO SERIES FRP REDUCING BASKET STRAINER: ONE (1) 4"'x4" STANDARD, _ ON THE PIPES.
<br /> WITH ACRYLIC LID AND TWO (2) 5TAINLE55 STEEL STRAINERS EA. (150 IbS.) ,'' 4
<br /> 1-1 BACKWASH TANK: 6`-@"x-f'-0"XS'-8'/ 2, "
<br /> 2 199 GALLON CAPACITY AND 4 SEWER CONNECTION. CMU FALL CONSTRUCTION ,
<br /> MR.5 2. PUBLIC POOLS 51HALL HAVE A FLOW DIAGRAM OF THE POOLS PIPING
<br /> 2
<br /> SWIMMING P CIRCULATION PUMP: PACO 3@95-7: 3 11 x4 x9/2 TYPE LG END SUCTION CENTRIFUGAL PUMP: 1775 RPMs 208V, 3PH: 10HP: �. WITH TU10 (2) GOATS OF WATERPROOFING PER Si'EGIFIGA�TIDNS. . _
<br /> MR-3 O o _... .,„ -.�. . .._._.. - SYSTEM WITH OPERATION INSTRUGTION5.
<br /> RATED AT PM AT 60 FT TOW. 16.61% EFFICIENT. HIGH EFFICIENCY TEFG MOTOR. EPDXY GOAT ALL UJET SURFACES. PUMP SW;�°C�" 5 18 EYEUJASH/SWOUJER: HAWS MODEL #83@9U1G BARRIER FREE COMBINATION SHOUJER AND EYE/FACE WASH WITH BE OUTDO TED. 'PACO', 'AURORA' OR EQUAL. (30@LBS) � CORROSION RESISTANT PROTECTION. SEE MEP SHEETS FOR WATER, SUPPLY PIPING, TWO (2) TOTAL.
<br /> 1 3 MRq 3, THE FLOW DIAGRAM AND INSTRUCTIONS SHALL BE AVAILABLE ON THE PREMISES AT ALL TIMES
<br /> MR-3 MR-4 MR-4 ® SU11MM4NG POOL POOL FILTER: 'EK03' #34-126-2 AUTOMATIC R CONTROL (AFC) FULLY AUTOMATIC HI-RATE PERMANENT MEDIA 4. ALL EQUIPMENT SHALL BE POWERED VIA NEW CONDUIT AND FEEDERS. CONTRACTOR TO RUN ALL CONDUIT AND
<br /> FILTER WITH 25.2 SQ, FT. OF TOTAL FILTER AREA RATED A 37 PM AT 15 GPM/50. FT. COMPLETE WITH 6" FAGS PIPING, b" FEEDERS TO EXISTING ELECTRICAL PANELS AND CIRCUITS.
<br /> BAGKWA5H, 5EI5MIG ANCHORAGE AND PIPE SUPPORT HAN ROVIDE ALL UTILITIES, PIPING, VALVING, ETC. (2,8501b5. EA. TANK)
<br /> 'EKO5', 'NEMATO', OR EQUAL. PROVIDE SIGNET MK-515 FLO5 WITH DIGITAL READ-OUT. 5. SEE DETAIL 6/CF'.12 FOR CONCRETE STANDARDS AND MIX DESIGN REQUIREMENTS FOR ALL CONCRETE WORK
<br /> 3 ® SWIMMING POOL HEATER: INDIRECT FIRED POOL HEATING PACKAGE SYSTEM; 'AQUAS' WITH SMARTTOUGH CONTROL CONDENSING ASSOCIATED WITH FLATUJORK, FOOTINGS, UJALL5, EQUIPMENT PAD5, ETC.
<br /> MR-3 MR-4 MODULATING BOILER, TITANIUM HEAT EXCHANGER WITH GPVG CONNECTIONS, FACTORY ASSEMBLED SKID MOUNTED PACKAGE, NORTH
<br /> CALIFORNIA CODE CONTROLS, 3/" DOMESTIC CUJ CONNECTION, 1 Yz" NATURAL GAS CONNECTION, 4" WATER CONNECTIONS, 6" DIAMETER MECHANICAL ANCHORAGE LEGEND
<br /> AIR INLET AND 6 DIAMETER SIDEWALL VENT SIZE, PVC VENTED (PROVIDE WITH APPLICABLE #700-800 KIT30048 VENT KIT PER
<br /> PLANS); Ii66,585 BTU PER HOUR INPUT, 97% EFFICIENT, 'LOGHINVAR XPN1002', WEIGHT = 1,022 lbs. EA. ONE (1) TOTAL. 1. EXPANSION OR WEDGE ANCHORS INTO CONCRETE: HILTI KB TZ (IGG ESR-1917) OR 51MP50N STRONG BOLT (ICG E5R-1`771) TO PG - PRE55URE GAUGE GU - COPPER
<br /> Q DIVING I' ODL CIRCULATION PUMP STRAINER: 'MER-MADE' FO SERIES FRP REDUCING BASKET STRAINER: ONE (1) 4"x5"' STANDARD, BE INSTALLED IN ACCORDANCE WITH IGG REPORT AND MANUFACTURER'S RECOMMENDATIONS. 1 5P - SWIMMING POOL
<br /> 2 WITH ACRYLIC LID AND TWO (2) 5TAINLE55 STEEL STRAINERS EA. (150 Ibs.) VG = VACUUM GAUGE PH - PIPE HANGER DP = DIVING POOL
<br /> 2. EXPANSION OR WEDGE ANCHORS INTO MASONRY: HILTI KB 3 (IGG ESR-1385) OR SIMPSON WEDGE-ALL (ICG ESR-1396) TO BE MR-5 ARCHITECT
<br /> © DIVING RGULATION PUMP: 'PACO' 4095-7: 4"x5"x9 2" TYPE 'LG' END 5UGTION CENTRIFUGAL PUMP: 1750 RPM 2R08V, 3PH: 10HP: INSTALLED IN ACCORDANCE WITH ICC REPORT AND MANUFACTURER'S RECOMMENDATION5. BV = BALL VALVE SGA = SURGE CHAMBER ACGE55 FM = FLOWMETER
<br /> MR-3 RATED A 4 GPM AT 60 FT TDH: 74.37% EFFICIENT: HIGH EFFICIENCY TEFL MOTOR: EPDXY GOAT ALL WET SURFACES. PUMP 3. UNDERCUT ANCHORS INTO CONCRETE: HILTI HDA (ICC E5R-1546) TO BE INSTALLED IN ACCORDANCE WITH IOC REPORT AND BFV = BU'TTERFLY VALVE FD = FLOOR DRAIN
<br /> SHALL B OOR RATED. 'PACO' 'AURORA' OR EQUAL.
<br /> MANUFACTURER'S RECOMMENDATIONS. 5Ep Agcy
<br /> O DIVING POOL FILTRATION 5YSTEM: 'EK03' #34-153-2 AUTOMATIC, F1 ONTROL (AFC) FULLY AUTOMATIC HI-RATE PERMANENT GV - CHECK VALVE F5 - FLOOR SINK o)�
<br /> MR-3 MR4 MR MEDIA FILTER WITH 30.6 SQ. FT. OF TOTAL FILTER AREA RATED A 459,, PM AT 15 GPM/5Q. FT. COMPLETE WITH 6" FACE PIPING, 4• HEAVY DUTY SLEEVE ANCHORS INTO CONCRETE: HILTI H5L-3 (IOC E5R-1545) TO BE INSTALLED IN ACCORDANCE WITH IGG _
<br /> 6" BAGKWA5H 5EI5MIC ANCHORAGE AND PIPE SUPPORT HANGERS. IDE ALL UTILITIES, PIPING, VALVING, ETC. (3i,4051b5. EA. REPORT AND MANUFACTURER'S RECOMMENDATIONS. P5 - PIPE SUPPORTS 2 3 DOMESTIC GOLD WATER
<br /> TANK) 'EK03', 'NEMATO', OR EQUAL. PROVIDE SIGNET MK-515 FLOSENSOR WITH DIGITAL READ-OUT. MR �
<br /> 3 -7 5. FASTENERS SHALL BE 5TAINLE55 STEEL FOR EXTERIOR USE OR WHEN EXPOSED TO WEATHER. PROVIDE GALVANIZED CARBON THREE PHASE MOT0R LOADS AT 46 0 V �, �_ 2 2
<br /> MR-3 MR-4 ® DIVING POOL HEATER: INDIRECT FIRED POOL HEATING PACKAGE SYSTEM; AQUAS WITH 5MARTTOUGH CONTROL CONDENSING STEEL ANCHORS AT OTHER LOCATIONS, UNLESS OTHERUJI5E NOTED. 9 REN. 2/ 1/17
<br /> MODULATING BOILER, GUPRO NICKEL HEAT EXCHANGER WITH GPYG CONNECTIONS, FACTORY ASSEMBLED SKID MOUNTED PACKAGE, 6 1F REINFORCEMENT 15 ENCOUNTERED DURING DRILLING, ABANDON AND SHIFT THE HOLE LOCATION TO AVOID THE SWIMMING POOL CIRCULATION PUMP: 10 HP @ 208V. = 30.8 AMPS �F o" oo
<br /> CALIFORNIA CODE CONTROLS, 1" DOMESTIC GUJ GONNEGTION, 1" NATURAL GA5 CONNECTION, 3"` UJATER GONNEGTION5, 4" DIAMETER cA�
<br /> AIR INLET AND 6 DIAMETER VENT SIZE, PVC VENTED (PROVIDE WITH APPLICABLE #700-800 KIT30048 VENT Ill 660,423 BTU PER REINFORCEMENT. PROVIDE A MINIMUM OF 2 ANCHOR DIAMETERS OR 1 INCH, WHIGHEVER 15 LARGER, OF SOUND CONCRETE DIVING POOL CIRCULATION PUMP: 15 HP @ 208V. - 46.2 AMPS
<br /> BETWEEN THE DOWEL AND THE ABANDONED HOLE. FILL THE ABANDONED HOLE W17H NON-SHRINK GROUT. IF THE ANCHOR OR
<br /> HOUR INPUT, q-7% EFFICIENT, 'LOGHINVAR XPN702', WEIGHT = 634 IbS. EA. ONE (1) TOTAL.
<br /> 6 Oq WATER CHEMISTRY WNTROLLER(5): 'BEG5Y5' 7 SERIES C,5-BEG5Y57-X51GP 1XOCIXF WATER CHEMISTRY GONTROLLER. PROVIDE
<br /> DOWEL MAY NOT BE SHIFTED A5 NOTED ABOVE, THE STRUCTURAL ENGINEER WILL DETERM INE A NEL1J LOCATION. HEATER/GAS PIPING INSTALLATION NOTE
<br /> MR-3 MR-4 COMPLETE SYSTEM CONTROL PACKAGE WITH AUTO-FILL, DRP ELECTRODE, pH ELECTRODE, TEMPERATURE 5EN50R, FLOW METER, 7. LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO FABRICATING PLATES, MEMBERS, OR OTHER GAS FIRED POOL HEATER(5) INSTALLED ON A GAS SUPPLY SYSTEM UTILIZING A 2 P51 OR 5 P51 SUPPLY. GAS PRE55URE SHALL REQUIRE A DRAWING TITLE
<br /> Y-STRAINER, ROTARY FLOW SWITCH UJ/ CHECK VALVE AND ADDITIONAL (4) 20mA OUTPUT BOARD. CONTROL DIGITAL READOUT STEEL A55EMBLIF-5 ATTACHED WITH MECHANICAL ANGHOR5. REGULATOR TO REDUCE THE SUPPLY PRE55URE. A PROPERLY SIZED AND INSTALLED LOCK-UP-TYPE HIGH GAS PRE55URE REGULATOR (WGPR)
<br /> 7H MPA ALL INDICATEOR APPROVED EQUAL. TWO (2) TOTAL.H, ORP, PPM, TEMPERATURE, D FLOUJ. . PROVIDE ETHERNET CONNECTION TO EACH SYSTEM. 'BEG5Y5 SYSTEM 8. ANCHORS SHALL BE PROOF-TESTED BY OWNER'S TESTING AND 1NSPEGTION AGENCY. SHALL BE USED TO REDUCE THE GAS PRE55URE AT THE UNIT INLET TO A MAXIMUM OF 10.5" WATER COLUMN. MECHANICAL
<br /> till q MR 3 MR-3 MR-3 MR-4 CHLORINE STORAGE/FEED 5Y5TEM: 'CHEM-TAINER' 500 GALLON #TG5971DG: DUAL STORAGE/ CONTAINMENT TANK WITH LID, 9. TEST ANCHORS NO 50ONER THAN 24 HOURS AFTER INSTALLATION. LOGWINVAR' RECOMMENDS THAT ANY REQUIRED LINE LOCK-UP-TYPE HIGH GAS PRESSURE REGULATOR BE INSTALLED WITH A MINIMUM OF 8 ROOM
<br /> SEISMICALL% GPP AT 100 Y RESTRAINED: PSI WITH
<br /> H F COMPLIES RACWITH FED. REG. #40GF12-264.163. SWIMMING POOL FEED PUMP SHALL A 10 10. APPLY TEST LOAD BY ANY METHOD THAT WILL EFFECTIVELY MEASURE THE TENSION OF THE ANCHOR SUCH AS DIRECT PULL FEET TO 10 ROM ITS DISCHARGE TO THE UNIT'S GAS INLET, IF A STRAIGHT DISTANCE OF GAS PIPE 15 NOT AVAILABLE THE
<br /> WITH FRP SHELF BRACKET P51 UJITW FRP SHELF BRACKET. DIVING POOL FEED PUMP SHALL BE 'LMI' G121-36151: 96 GPD AT 100 PSI WITH A HYDRAULIC JACK, TORQUE WRENCH, OR CALIBRATED SPRING LOADING DEVICES, ETC. ADDITION OF A VERTIGAL 'U' IN THE GAS PIPING DOWN STREAM FROM THE 'HGPR` GAN BE USED TO ACHIEVE THE 8 FEET TO 10 FEET OF PLAN
<br /> D15TANCE.
<br /> 4 9 11. REACTION LOADS FROM TEST FIXTURES MAY BE APPLIED CLOSE TO THE ANCHOR BEING TESTED PROVIDED THE ANCHOR IS
<br /> MR-3 MR-9 MR-3 MR-4 � ACID STORAGE/FEED SYSTEM: PROVIDE 53 GALLON CARBOYS SEISMICALLY RESTRAINED. SWIMMING POOL / DIVE POOL FEED NOT RESTRAINED FROM UJITHDRAUJING BY A BASE PLATE OR OTHER FIXTURE, IF RESTRAINT IS FOUND, LOOSEN AND SHIM OR NOTE:
<br /> PUMPS SHALL BE LMI B121-39151: 60 GPD AT 100 P51 WITH FRP SHELF BRACKET. TWO (2) TOTAL REMOVE THE FIXTURE PRIOR TO TESTING. CONTRACTOR 15 RESPONSIBLE FOR HEATER VENTING, EXHAUST PUG71NG, FLUE TERMINUS AND PENETRATION(5) THROUGH BUILDING
<br /> 12 SEWER PUMPS: EXISTING SEWAGE PUMP LIFT STATIONS 12. UNLESS OTHERWISE NOTED, PROVIDE MINIMUM EMBEDMENT OF ANCHORS AS SHOWN IN TABLES AT RIGHT. STRUCTURE.
<br /> 13 ELECTRICAL: PROVIDE ALL ELECTRICAL WIRING CONDUIT PANEL(5) 5TARTER/DI5CONNEGT INTERGONNEGT(5) ETC. AS REQUIRED 13. TEST 50% OF ANCHORS PER ONE OF THE FOLLOWING METHODS AND IN ACCORDANCE WITH THE VALUES SHOWN IN THE TABLE:
<br /> MR-4 O FOR PROPER EQUIPMENT INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND SHOP DRAUJINGS. COORDINATE ALL UIEDGE OR EXPANSION ANCHOR EMBEDMENT DEPTH AND TEST LOAD
<br /> WORK WITH OTHER TRADES AS REQUIRED. ANCHORS IN CONCRETE ANCHORS IN MASONRY PROSECT No. 2017.063
<br /> A. HYDRAULIC RAM METHOD: APPLY PROOF TEST LOAD WITHOUT REMOVING THE NUT. IF IT 15 NOT P0551BLE TO TEST WITH ANCHOR MIN. EDGE TEN51ON LOAD TORQUE LOAD MIN. EDGE TENSION LOAD TORQUE LOAD
<br /> 14 SWIMMING POOL FILL SYSTEM: 2" `GLA-VAL' FILL SYSTEM TO INCLUDE 2" 'GLA-VAL' SOLENOID CONTROL VALVE #136-015Y, 2" THE NUT INSTALLED, REPLACE THE NUT WITH A THREADED COUPLER TO THE LOAD. ANCHOR 15 AGGEPTABLE IF NO DIAMETER MIN. EMBED DIST. 5 FT-LBS MIN. EMBED DIST. 5 FT-LBS DRAWN BY AP
<br /> DUCT IRON, EPDXY COATED BODY WITH CAST IRON DI5G RETAINER AND DIAPHRAGM WA5HER, BRONZE TRIM, FLANGED GLOBE MOVEMENT 15 OBSERVED AT THE TEST LOAD. MOVEMENT MAY BE DETERMINED WHEN THE WASHER UNDER THE NUT `HILTI' KB TZ 55 IGG E5R-1917 'HILTI' KB-3 IGG E5R-1355
<br /> PATTERN, 120V AT 60HZ. 50LENOID WIRING SHALL BE WIRED TO WATER CHEMISTRY CONTROLLER. ONE (1) TOTAL. PROVIDE 6" BECOMES L005E. �8„ 2" 4" 4774 25 2%2" 4" 1252 15 CHECKED BY SJF
<br /> AIR GAP AT FILL POINT. B. TORQUE WRENCH METHOD: TEST ANCHORS TO THE TORQUE LOAD INDICATED IN THE TABLE WITH ONE-HALF TURN OF THE
<br /> 15 DIVING POOL FILL SYSTEM: 1" 'GLA-VAL' FILL SYSTEM TO INCLUDE 2" `GLA-VAL' SOLENOID CONTROL VALVE 4136-01BY, 1" DUCT NUT. %z" B%" 6" 9243 40 3%2" 4" 1448 25 DATE 9.18.17
<br /> IRON, EPDXY COATED BODY WITH CAST IRON P15C RETAINER AND DIAPHRAGM WA5HER, BRONZE TRIM, FLANGED GLOBE 4" 63/" 14304 60 4" 4" 1988 65
<br /> PATTERN, 120V AT 60HZ. SOLENOID WIRING SHALL BE WIRED TO WATER CHEMISTRY CONTROLLER. ONE (1) TOTAL. PROVIDE 2" 14. IF ANY ANCHOR FAILS TESTING, REPLACE ANCHOR AND TEST ADDITIONAL ANCHORS OF THE SAME CATEGORY NOT 3��� 43�„ q" 19244 110 43/x" 4" 2632 120 DRAWING NO.
<br /> AIR GAP AT FILL POINT. PREVIOUSLY TESTED UNTIL TWENTY (20) CONSECUTIVE TF-5T5 PA55, THEN RESUME INITIAL TESTING FREQUENCY.
<br /> MRk�2
<br /> MECHANICAL ROOM PLAN �2
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