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<br /> INFORMATION vR 4 MR-4 INFORMATION
<br /> 51GNAGE 51GNAGE
<br /> 6
<br /> MR-4
<br /> REMOTE EQUIPMENT LIST THREE PHASE MOTOR LOADS AT 460V
<br /> FILL 1� SWIMMING POOL STRAINER: 'MER-MADE' F.O. SERIES FRP REDUCING BASKET STRAINER: ONE (1) 10"x8„ SWIMMING POOL CIRCULATION PUMP: 25 HP @ 460V = 34 AMPS
<br /> STANDARD, WITH ACRYLIC, LID AND TWO (2) STAINLESS STEEL 5TRAINER5 EA. (1501105.)
<br /> MR-3 MR-4 MR-6 MR-� SWIMMING POOL CIRCULATION PUMP: PACO #6015-7, 6x8 x15 TYPE LG END SUCTION CENTRIFUGAL
<br /> PUMP; 1150 RPM 460V, 3PH; 25HP; RATED AT 1,150 GPM @ 60 FT. TDH; 53010 EFFICIENT;
<br /> CHLORINE / CO2 ACID / CO2 ROOM PREMIMUM EFFICIENCY TEFL MOTOR; EPDXY GOAT ALL WET SURFACES. 'PACO', 'AURORA' OR GENERAL NOTES
<br /> O ROOM EQUAL. (760 Ib5.) PROVIDE '5PCS' EkO-FLEX PUMP CONTROL SYSTEM VARIABLE SPEED DRIVE
<br /> MODEL SPC6025EF4 SYSTEM 36"x36"x12" DEEP. COORDINATE MOUNTING LOCATION TO MAINTAIN 1. THE PIPING SYSTEM SHALL HAVE DIRECTION OF FLOW
<br /> 500 GALLON 60 GALLON 460\1 3PH. (126 Ib5.) VERDE DESIGN
<br /> CHLORINE DESIRED CLEARANCES
<br /> EM ACIP VERY ° ° 1 7 4 3 SWIMMING POOL FILTERS: 'EK03 SYSTEMS GEN 2' #EKO-42210-1006-T-4 AUTOMATIC, FILTER CONTROL (AFG) FULLY AUBLIC, INDICATED L THE PIPES. LANDSCAPE ARCHITECTURE
<br /> STORAGE EYE / 1 REVOVERY TANK O � MR-3 MR-4 MR-6 O 2. PUBLIC POOLS SHALL HAVE A FLOW DIAGRAM OF THE POOLS PIPING
<br /> SHOUJER © AUTOMATIC, HI-RATE PERMANENT MEDIA FILTER WITH 54 5Q. FT. OF FILTER AREA RATED AT 1,260 GPM AT 15 SYSTEM WITH OPERATION INSTRUCTIONS. SPORT CIVILENGINEERING
<br /> &DESIGN
<br /> GPM/5Q. FT. COMPLETE WITH 10" FACE PIPING, 6" BACKUJA5H, 555MIC ANCHORAGE. PROVIDE ALL UTILITIES,
<br /> EMERGENCY ° ° PIPING, VALVING ETC,. (7,400 Ib5 EACH TANK) 'EKO3 SYSTEMS GEN 2' OR EQUAL. PROVIDE SIGNET MK-515 3. THE FLOW DIAGRAM AND INSTRUCTIONS SHALL BE AVAILABLE ON THE 1843 Iron Point Rd#140
<br /> EYE WASH/ 13 ©150 GALLON ° ° FLO5EN5OR WITH DIGITAL READ-OUT. ONE (1) SYSTEM TOTAL. PROVIDE 6" BUTTERFLY ISOLATION VALVES ON PREMISES AT ALL TIME Folsom,CA 95630
<br /> 6001 b. SHOWER AGID EACH FILTER INFLUENT LINE TYPICAL OF FOUR (4). tel: 916.415.6554
<br /> fax:408.985.7260
<br /> 00O2 12" CO2 STORAGE ° 2 7 ® SWIMMING POOL HEATER(5): 'RAYPAK' XTHERM ULTRA HIGH EFFIGIENGY CONDENSING MODULATING BOILER, www.VerdeDesignlnc.com
<br /> TANK SUCTION ° ° MR-3 MR-4 TITANIUM PLATE AND FRAME HEAT EXCHANGER WITH GPVG CONNECTIONS, FACTORY ASSEMBLED SKID MOUNTED
<br /> 5 ° PACKAGE, CALIFORNIA CODE CONTROLS, 14" NATURAL GAS CONNECTION, 6" WATER CONNECTIONS, 5" DIAMETER
<br /> CHLORINE PH- PH BV BV G02 FEED n FLUE, PVC, VENTED. TWO (2) UNITS AT 1,500,000 BTU PER HOUR INPUT, q7% EFFIGIENT, 'RAYPAK #1505A' 1,445 Ib5.
<br /> FEED 12 GO 2 ° SYSTEM EA.) PROVIDE 3/" GOLD WATER TO EACH UNIT WITH ADJACENT FLOOR SINK FOR CONDEN5ATE. REFER TO LEGEND STAMP
<br /> PUMP IN-J. ° ° MEGHANIGAL PLANS FOR GOMBU5TION AIR INTAKE AND EXHAUST FLUES. o ARC
<br /> ° PH A ° ° 4 7 1 2 7 O5 CHLORINE STORAGE/FEED SYSTEM: PROVIDE 'CHEM-TAINER' 500 GALLON #TC5g71DC• DUAL STORAGE/CONTAINMENT BV = BALL VALVE o�� s F
<br /> E DOUJN CI - - 1 AGID FEED MR-3 MR-3 MR-4 MR-4 MR-4 TANK WITH LID 5EI5MICALLY RESTRAINED; OPERATING WEIGHT = (4,1651195). COMPLIES WITH FED. REG #40CFR-264-1q3.
<br /> >_ " A.F.F. PUMP FEED PUMP SHALL BE 'LMI' #5D43-SSP-K51; 2bb GPD @ 15 P5I WITH FRP SHELF BRACKET5. HARD PIPE TO POINT OF BFV = BUTTERFLY VALVE
<br /> INJECTION.
<br /> I 5-7 1 2 7 © AGID 5TORAGE/FEED SYSTEM: PROVIDE 'CHEM-TAINER' 150 GALLON #TC3448I7C• DUAL GV = CHECK VALVE C 358 2
<br /> U.L. LISTED FIRE STOP AT MR-3 MR-4 MR-4 MR-4 5TORAGE/CONTAINMENT TANK WITH LID 5EI5MIGALLY RESTRAINED; OPERATING WEIGHT =(1 2501b5). _ `� REN.07/31/21
<br /> CHEMICAL ROOM FM - FLOUJMETER e
<br /> PENETRATIONS 4 WATER ELEG. COMPLIES WITH FED. REG #40CFR-264-1g3. PROVIDE 60 GALLON ACID VAPOR REGOVERY SYSTEM. ONE (1) `� of Ca��F°
<br /> Elf 'HILTI, '3M' OR MR-8 EIJ-4" CHEMICAL CHEMISTRY SMART PUMP PANEL 5P ® 1 2 3-5 7 TOTAL. _
<br /> BUJ BACKUJA5H
<br /> APPRO\/ED LOOP IGONTROLLER CONTROL SYSTEM LIGHTING O CARBON DIOXIDE STORAGE FEED SYSTEM: PROVIDE ONE (1) 'NOVO-600', 6001 b. CRYOGENIC LIQUID CO2
<br /> TYP• 10" BFV ® 2 CONTACTOR MR-4 MR-4 MR-4 MR-4 STORAGE TANK WITH REMOTE FILL PORT. 594 LIQUID Ib5., (5,185 CUBIC C
<br /> FEET OF GASEOUS 02 AT NTP) ONE F5 = FLOOR SINK CONSULTANT
<br /> Z SUBMITTALS PH PH PH O
<br /> 4" CHEMICAL PANEL 14 (1) TOTAL. PROVIDE EKO3PH-MTS G02 HIGH EFFICIENCY FEED SYSTEM WITH ALKALINITY CONTROL, 0 TO 160 Al = AGID INJECTION
<br /> LOOP SGFH FEED CAPACITY BOOSTER PUMP, PIPING INJECTOR, FLOWMETER, RELAYS AND AGID FEED ALKALINITY 6%k* CONTROL. ONE (1) SYSTEM TOTAL (g2Ib5. EA.) PROVIDE HARD UJIRED 'ANALOX' #API KIT CO2 DETECTOR WITH GI = CHLORINE INJECTION
<br /> Z PH 1 7 1 5 7,8 AUDIBLE AND VISUAL ALARMS IN EACH CHEMICAL ROOM, UL 1871 STANDARD LISTED, ONE (1) TOTAL.
<br /> - PH PH 4" HOUSEKEE:P PH = PIPE HANGER D_(k 0 - - - - - I PAD FLUE ° ° ° °BFV MR-4 ® WATER CHEMI5TRY CONTROLLER: PROVIDE ETHERNET CONNECTION TO BEC5Y5 C,5-BEC5Y51-BP-E WATER CHEMISTRY Lu CONTROLLER. PROVIDE COMPLETE SYSTEM CONTROL PACKAGE. BEC5Y5 5Y5TEM 7, IMPACT, UJALLACE $ TIERNANOR 6AQUATIC
<br /> PH PH ° ° APPROVED EQUAL. PG/VG = VACUUM / PRESSURE GDESIGN GROUP
<br /> Z MR-6
<br /> P 7 4 1 O ELEGTRIGAL: PROVIDE ALL ELECTRICAL WIRING CONDUIT PANEL(5) STARTER/DISCONNECT INTERCONNECT(5) ETC. 2226 Faraday Design roup.com 06
<br /> m � MR-4 MR-5 MR-8 � � _ aquaticDesignGroup.com
<br /> 0 HEATER® ® A5 REQUIRED FOR PROPER EQUIPMENT INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND SHOP FD - FLOOR DRAIN ,bo.a3e.saoo
<br /> w DRAWINGS. COORDINATE ALL WORK WITH OTHER TRADES A5 REQUIRED. REFER TO ELEG. PLANS FOR ALL
<br /> J
<br /> 10" , PH 2 3 ADDITIONAL INFO.
<br /> 10 PUMP PIT: 5'-0"x13'-0"x5'-0" DEEP. PROVIDE 2",� GALV. STANDARD STEEL PIPE GUARDRAIL. PROVIDE FLOOR DRAIN
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<br /> _ TO WASTE. PROVIDE WATERPROOFING PER SPECIFICATIONS. AGGE55 LADDER TO BE 'FIBERGRATE' DYNARAIL FRP
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<br /> PH 3 OR EQUAL.
<br /> PH 11 BACKWA5H PIT: 8'-0" x 7-0" x 5-0" DEEP WITH 5"41) P-TRAP OUTLET TO SEWER. PROVIDE WATERPROOFING
<br /> [if " GPVG MR-6 PER SPECIFICATIONS. GOORDINATE WITH STRUCTURAL AND PLUMBING PLANS.
<br /> PH , HEATER MEP COMPONENT ANCHORAGE NOTE
<br /> PROVIDE BUTTERFLY VALVEPH 8 °INFLU./EFFLU. ° ° MR 5 12 FILL SYSTEM: 3 GLA-VAL FILL SYSTEM TO INCLUDE 3 GLA-VAL 50LENOID CONTROL VALVE #136-01BY, 3"
<br /> ALL MECHANICAL, PLUMBING AND ELECTRICAL COMPONENTS SHALL
<br /> 150LA71ON AT EACH FILTER i I PH BFV DUCT IRON, EPDXY GOATED BODY WITH CAST IRON DISC RETAINER AND DIAPHRAGM WASHER, BRONZE TRIM,
<br /> TANK ON INFLUENT SIZE BELOW _ _ _ _ FLANGED GLOBE PATTERN, 120V AT 60HZ. 50LENOID WIRING SHALL BE WIRED TO WATER GHEMI5TRY BE ANCHORED AND INSTALLED PER THE DETAILS ON THE DSA
<br /> FACE PIPING AND ABOVE ' CONTROLLER. PROVIDE 6" AIR GAP AT FILL POINT . APPROVED CONSTRUCTION DOCUMENTS. WHERE NO DETAIL 15
<br /> FILTER TYP. EACH TANK. PH F5 �4 5 INDICATED, THE FOLLOWING COMPONENTS SHALL BE ANCHORED, OR
<br /> PH PH MR-8 13 EYEUJASH/SHOUJER: HAWS MODEL #8300-830gGRP BARRIER FREE COMBINATION SHOWER AND BRACED TO MEET THE FORGE AND DISPLACEMENT REQUIREMENTS
<br /> 0 E. + - PH EYE/FACE WASH WITH CORRO5ION RESISTANT PROTECTION. SEE MEP SHEETS FOR SUPPLY PIPING. PRESCRIBED IN THE 2016 GBG, SECTIONS 1616A.1.18 THROUGH
<br /> Z FD I PH ° ° BFV TWO (2) TOTAL. 1616A.1.26 AND A5CE 7-10 CHAPTER 13, 26 AND 30.
<br /> PH FlV Lu
<br /> LUE ° 14 LIGHTING CONTACTOR PANEL: 'ALLEN BRADLEY' #50OL; OR APPROVED EQUAL. PANEL SHALL BE MOUNTED IN A NEMA 1. ALL PERMANENT EQUIPMENT AND COMPONENTS.
<br /> ° MR-8 12 HINGED COVER - LOCKABLE ENCLOSURE. CONTACTOR5 TO BE SWITCHED BY MOMENTARY 5WITCH EQUAL TO 2. TEMPORARY OR MOVABLE EQUIPMENT THAT 15 PERMANENTLY
<br /> (If
<br /> -T
<br /> PH 10 'HUBBELL' #1557 MOUNTED IN J-BOX IN MECHANICAL EQUIPMENT ROOM. REFER TO ELECTRICAL PLANS FOR LOCATION ATTAGHED (E.G. HARD WIRED) TO THE BUILDING UTILITY SERVICES
<br /> FILTERS OF OWNER COORDINATED REMOTE UNDERWATER LIGHT SWITCH. SUCH AS ELECTRICITY, GA5 OR WATER.
<br /> cf) BFB/ I B FV 3 MOVEABLE EQUIPMENT WHICH 15 STATIONED IN ONE PLACE FOR
<br /> 6" PH H MORE THAN 8 HOURS AND HEAVIER THAN 400 Ib5. OR HAS A CENTER
<br /> 10" BW 6 PH OF MASS LOCATED 4 FEET OR MORE ABOVE THE ADJACENT FLOOR
<br /> NOTE: OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT ARE
<br /> N REQUIRED TO BE ANCHORED WITH TEMPORARY ATTACHMENTS..
<br /> _ ALL ELEGTRIGAL CONDUITS WITHIN THE FOLLOWING MECHANICAL AND ELEGTRIGAL COMPONENTS SHALL
<br /> PH PH P 6 MEGHANIGAL ROOM AND CHEMICAL BE POSITIVELY ATTACHED TO THE STRUCTURE, BUT THE ATTAGHMENT
<br /> Z PH PH ° ROOMS SHALL BE RIDGID NEMA 3R NEED NOT BE DETAILED ON THE PLANS. THESE COMPONENTS SHALL
<br /> SUITABLE FOR CORROSIVE HAVE FLEXIBLE CONNECTIONS PROVIDED BETWEEN THE COMPONENT
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<br /> + PH PG PH ° ° ATMOSPHERE. AND ASSOCIATED DUCTWORK, PIPING AND CONDUIT.
<br /> - - - PH BFV A. COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVE A
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<br /> CENTER OF MA55 LOCATED 4 FEET OR LESS ABOVE THE ADJACENT
<br /> N 8 4" HOUSEKEE P PH 6" GPVG HEATER FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT.
<br /> PAD HEATER ® MECHANICAL ANCHORAGE B. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE GA5E OF
<br /> INFLU./EFFLU. DISTRIBUTED SYSTEMS, LESS THAN 5 POUNDS PER FOOT, WHICH ARE
<br /> 3 , 10'' 1. EXPANSION OR WEDGE ANCHORS INTO CONCRETE: HILTI KB TZ (IGG E55R-1811) OR SIMPSON STRONG BOLT (IGG ESR-1771) TO SUSPENDED FROM A ROOF OR FLOOR OR HUNG FROM A WALL.
<br /> FM - I BE IN57ALLED IN AGGORDANGE WITH IGG REPORT AND MANUFAGTURER'S RECOMMENDATIONS. SHEET TITLE
<br /> PH
<br /> 2. EXPANSION OR WEDGE ANCHORS INTO MA50NRY: HILTI KB 3 (IGG ESR-1385) OR SIMPSON WEDGE-ALL (IGG ESR-15%) TO BE FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE
<br /> • INSTALLED IN ACCORDANCE WITH IGG REPORT AND MANUFACTURER'S RECOMMENDATIONS. APPROVED DRAWINGS, THE INSTALLATION SHALL BE SUBJECT TO
<br /> PH 3. UNDERCUT ANCHORS INTO CONCRETE: HILTI HDA (IGG ESR-1546) TO BE INSTALLED IN ACCORDANCE WITH IGG REPORT AND RESPONSIBLE CHARGE OR STRUCTURAL ENGINEER DE EGATED MECHANICAL ROOM
<br /> z LAYOUT PLAN
<br /> MANUFACTURER'S RECOMMENDATIONS. RESPONSIBILITY AND THE DSA DISTRICT STRUCTURAL ENGINEER. THE
<br /> PH + PH „ I 4. HEAVY DUTY SLEEVE ANCHORS INTO CONCRETE: HILTI H5L-3 (IGG E5R-1545) TO BE INSTALLED IN ACCORDANCE WITH IGG PROJECT INSPECTOR WILL VERIFY THAT ALL COMPONENTS AND
<br /> ui 10 2" FILL MANUAL 2"� GALV. REPORT AND MANUFACTURER'S REGOMMENDATIONS. EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE WITH ABOVE
<br /> BYPASS VALVE GUARDRAIL UJITH 5. FASTENERS SHALL BE STAINLESS STEEL FOR EXTERIOR USE OR WHEN EXPOSED TO WEATHER. PROVIDE GALVANIZED CARBON REQUIREMENTS.
<br /> _ CHAIN AGGE55 STEEL ANCHORS AT OTHER LOCATIONS UNLESS OTHERWISE NOTED. PIPING DUCTWORK AND ELECTRICAL
<br /> PROJECT NAME
<br /> 10" 6�� PH PH 6. IF REINFORCEMENT 15 ENCOUNTERED DURING DRILLING, ABANDON AND SHIFT THE HOLE LOCATION TO AVOID THE DISTRIBUTION SYSTEM BRACING
<br /> w REINFORCEMENT. PROVIDE A MINIMUM OF 2 ANCHOR DIAMETERS OR 1 INCH, UJHIGHEVER 15 LARGER, OF SOUND CONCRETE
<br /> BETWEEN THE DOWEL AND THE ABANDONED HOLE. FILL THE ABANDONED HOLE WITH NON-SHRINK GROUT. IF THE ANCHOR OR PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS 5HALL BE
<br /> Q ' PH
<br /> DOWEL MAY NOT BE SHIFTED AS NOTED ABOVE, THE STRUCTURAL ENGINEER WILL DETERMINE A NEW LOCATION. BRAGED TO COMPLY WITH THE FORCES AND DI5PLAGEMENT5 PRE56RIBED IN FRANKLIN HIGH SCHOOL
<br /> PH 10 2" PH PH T LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOGATION5 PRIOR TO FABRICATING PLATES, MEMBERS, OR OTHER ASCE 7-10 SECTION 13.3 A5 DEFINED IN ASCE 7-10 SECTION 13.6.5.6, 13.6.7,
<br /> w , - - - - - - 0
<br /> FRP STEEL ASSEMBLIES ATTACHED WITH MEGHANIGAL ANCHORS. 13.6.8, AND 2016 GBG, SECTIONS 1616A.1.24, 1616A.1.25, 1616A.1.26. ATHLETIC IMPROVEMENTS
<br /> PH _ _ _ _ P_H 10 AGGE55 8. ANCHORS SHALL BE PROOF-TE5TED BY OWNER'S TESTING AND IN5PEGTION AGENCY. THE METHOD OF SHOWING BRACING AND ATTAGHMENT5 TO THE STRUCTURE
<br /> PUMP PIT LADDER q. TEST ANCHORS NO SOONER THAN 24 HOURS AFTER INSTALLATION. FOR THE IDENTIFIED DISTRIBUTION SYSTEM ARE AS NOTED BELOW. WHEN
<br /> w BA WASH , 12 AIR 1 BRACING AND ATTACHMENTS ARE BA5ED ON A PREAPPROVED INSTALLATION
<br /> w PIT 11 GAS, 10. APPLY TEST LOAD BY ANY METHOD THAT WILL EFFECTIVELY MEASURE THE TENSION OF THE ANCHOR 5UGH A5 DIRECT PULL GUIDE (E.G., 5MACNA OR 05HPD OPM), COPIES OF THE BRACING SYSTEM
<br /> GV WITH A HYDRAULIC, JACK, TORQUE WRENCH, OR CALIBRATED SPRING LOADING DEVIGE5, ETC,. IN57ALLATION GUIDE OR MANUAL SHALL BE AVAILABLE ON THE J055ITE PROJECT ADDRESS
<br /> 2" FD 40 PH 11 BFV - FD 11. REACTION LOADS FROM TEST FIXTURES MAY BE APPLIED CLOSE TO THE ANCHOR BEING TESTED, PROVIDED THE ANCHOR I5 PRIOR TO THE START OF AND DURING THE HANGING AND BRACING OF THE
<br /> Z 2" PH 10 PH a a NOT RESTRAINED FROM W17HPRAWING BY A BASE PLATE OR OTHER FIXTURE. IF RESTRAINT 15 FOUND, L005EN AND SHIM OR P15TRIBUTION SYSTEMS. THE 57RUCTURAL ENGINEER OF RECORD SHALL 4600 E. FREMONT ST.
<br /> 1a"x8"O I REMOVE THE FIXTURE PRIOR TO TESTING. VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND
<br /> (n PH - - - - 5T AINER 12. UNLE55 OTHERW15E NOTED, PROVIDE MINIMUM EMBEDMENT OF ANGHOR5 A5 SHOWN IN TABLES BELOW. BRAGS LOADS. STOCKTON, CA 95215
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<br /> 13. TEST 50% OF ANCHORS PER ONE OF THE FOLLOWING METHODS AND IN ACCORDANCE WITH THE VALUES SHOWN IN THE TABLE: MECHANICAL PIPING (MP). MECHANICAL DUCT5 (MD), PLUMBING PIPING (PP),
<br /> 10" - + A. HYDRAULIC, RAM METHOD: APPLY PROOF TEST LOAD WITHOUT REMOVING THE NUT. IF IT 15 NOT POSSIBLE TO TEST WITH ELECTRICAL DISTRIBUTION 5Y5TEM5 (E):
<br /> MP® MD❑ PP® E® OPTION 1: DETAILED ON THE APPROVED DRAWINGS WITH PROJECT SUBMITTAL
<br /> } PH11 PH �+ I THE NUT INSTALLED, REPLACE THE NUT WITH A THREADED COUPLER TO THE LOAD. ANCHOR 15 AGGEPTABLE IF NO SPECIFIC NOTES AND DETAILS. su DATE
<br /> of 1Lu _71 VG MOVEMENT 15 OBSERVED AT THE TEST LOAD. MOVEMENT MAY BE DETERMINED WHEN THE WASHER UNDER THE NUT DD/50% SUBMITTAL 03/06/2020
<br /> CIRC. BECOMES LOOSE.
<br /> = PH 3 PH PH PUMP BFV LIN SEAL TYP. 3 B. TORQUE WRENGH METHOD: TEST ANGHOR5 TO THE TORQUE LOAD INDICATED IN THE TABLE WITH ONE-HALF TURN OF THE o
<br /> - - - - - O BFV VR 5 NUT. DSA 100% SUBMITTAL 05/01/2020
<br /> } MR-2 14. IF ANY ANCHOR FAILS TESTING, REPLAGE ANCHOR AND TEST ADDITIONAL ANGHOR5 OF THE SAME CATEGORY NOT
<br /> PREVIOUSLY TESTED UNTIL TWENTY (20) CON5ECUTIVE TE575 PA55, THEN RESUME INITIAL TESTING FREQUENGY.
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<br /> Q n 1" GOLD WATER TO DECK H05E BIBB5 1"" MIN DRAIN 5UCTION
<br /> 10" FLOOR INLET RETURN 6" FILL EQUALIZER LINE TO SURGE CHAMBER 12
<br /> }> 1a" 5URGE1 CHAMBER SUCTION WEDGE OR EXPANSION ANCHOR EMBEDMENT DEPTH AND TEST LOAD
<br /> o ANCHORS IN CONCRETE ANCHORS IN MASONRY
<br /> w51ZE MIN. EMBED
<br /> w TENSION LOAD (LBS) TORQUE LOAD (FT-LBS) TENSION LORD (LBS) TORQUE LORD (FT-LBS)
<br /> O Z %" DIA. 2" 800 10 300 10
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<br /> DIA. 2" 1,500 25 500 30
<br /> %2" DIA. 3%" 3,000 40 1,000 35
<br /> s
<br /> Z DIA. 4" 4,900 60 1,250 55
<br /> _> 3/4" DIA. 43/4" 6,300i i 110 1,700 120 Z
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