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10/14/2024 11:41:48 AM
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�I <br />V <br />0 <br />1057 1 /2 <br />/ EF -2 I j, I O I <br />1 TR2 12 I I I I <br />4 <br />TR2 O1 <br />I I <br />8 MIN <br />DELAY ON DELAY ON <br />BREAK BREAK _--------� <br />I X T A -1 2 1ST FAN -2 3 W <br />CONTROL SCHEMATIC CONTROL SCHEMATIC NO SCALE <br />NO SCALE NO SCALE <br />90' SWEEP <br />FLANGED ADAPTER <br />FLEXIBLE EXHAUST <br />CONNECTION <br />5 �. <br />NO SCALE <br />WALL <br />EXHAUST <br />18" MIN. <br />5" BLK. STEEL PIPING <br />(SEE NOTES) <br />R <br />SLOPE TOWARD <br />CONDENSATE DRAIN <br />GENERATOR <br />EXHAUST <br />i \ <br />2' MIN. <br />RAIN CAP <br />2' MIN. ABOVE ROOF LINE <br />EXISTING MUFFLER ENCLOSURE <br />WITH FIXED LOUVER <br />60"x10" DIA. RESIDENTIAL <br />CLASS MUFFLER W/WALL <br />MOUNT HEAT SHIELD KIT <br />CONDENSATE DRAIN <br />VENTILATED <br />WALL THIMBLE <br />ALLOWS FOR <br />PIPE EXPANSION <br />NOTES: <br />1. ALL INTERIOR EXHAUST PIPING IN INSULATED WITH <br />2" CALCIUM SILICATE BLOCK(EXCEPT FLANGES AND <br />FLEXIBLE CONNECTIONS) <br />2. ALL EXHAUST PIPE CONNECTIONS ARE WELDED OR FLAK <br />3. SUPPORT WEIGHT OF EXHAUST PIPING INDEPENDENT,OF <br />ENGINE AND MUFFLER <br />OaSCAL <br />IE: 1 /4"=1'-0" <br />4 0 4 FEET <br />42"x42"x3/4" <br />EXTERIOR GRf <br />PLYWOOD. <br />FLUSH-MOUN <br />BAROMETRIC <br />DAMPER <br />BOLT FAN PE <br />THROUGH WAI <br />TO 3/4" PLY' <br />MANUAL SHUT-OFF ISOLATION VALVES <br />1" BLK. STEEL FUEL SUPPLY LINE <br />1" BLK. STEEL EXCESS FUEL RETURN LINE <br />211 DIA, GALVANIZED STEEL <br />— <br />PIPE W/ THREADED CAP <br />FOIZ DIZA 1 N <br />N <br />SEE NOTE 3 <br />8" CMU WALL <br />WALL -MOUNT EXHAUST FAN <br />0 <br />UNIONS <br />INC) I u�) t:. L-) <br />KEYED NOTES O <br />I I <br />1 100 KW, 480V, 3 PHASE DIESEL GENERATOR. <br />2 2-1/2" RIDGE CONDUIT, 3 #4/0, 1 #4G, THHN CU. UTILIZE <br />WALL -MOUNT EXHAUST FAN <br />0 <br />UNIONS <br />INC) I u�) t:. L-) <br />VENT <br />FTANK LEVELOMETER <br />f� FILL TUBE WITH LOCKING FILL CAP <br />HIGH LEVEL OF FUEL IN TANK(SEE NOTE 1) <br />I 285 GALLON BLK. STEEL TANK W/SUPPORT RAILS <br />II 10'x 12'x Co" CONCRETE SLAB W/Cup,55 <br />VI SLOPE '/4" PEZ FT. TOWAIZD DRAIN <br />'L-#40 18"O.C. EACH WAY <br />COMPACT 501L TO 95% MAX. DENSITY <br />SLOPE TANK 1/4- PER FT. TOWARD FILL <br />DOUBLE -POPPLE CHECK VALVE AND STRAINER <br />NOTES: <br />1. FOR USE WITH NO DAY TANK. <br />HIGH LEVEL IN TANK TO BE BELOW FUEL <br />INJECTOR VALVES. <br />NO AUXILIARY TRANSFER PUMP. <br />3. WRAP ALL BELOW GRADE PIPING. <br />ALL BELOW GRADE CONNECTIONS SHALL BE WELDED. <br />8" CMU <br />FABRICATE THIMBLE FROM TUBING <br />AND 11 GAUGE END PLATE. <br />WELD PLATE TO TUBING. <br />VIEW A -A <br />NO SCALE <br />II <br />r . 14278 <br />I AS -BUILT, JULY 1989 JMK <br />ITEM CHECKED <br />SAN JOAQUIN COUNTY <br />SOUTHERN WATER SYSTEM IMPROVEMENTS <br />ELECTRICAL/MECHANICAL AND LE/PG DESIGN <br />MISCELLANEOUS DETAILS TL DRAWN <br />DB CHECKED <br />L4LEEDSHILL - HERKENHOFF, INC. 7/86 DATE <br />ALBUQUERQUE SANTA FE PHOENIX SAN FRANCISCO L626-01 JOB NO. <br />Lfl14278 SHEET 7 OF'O <br />R OMMENDED R.C.E. N0. APPROVED OF f <br />KEYED NOTES O <br />1 100 KW, 480V, 3 PHASE DIESEL GENERATOR. <br />2 2-1/2" RIDGE CONDUIT, 3 #4/0, 1 #4G, THHN CU. UTILIZE <br />LIQUIDTIGHT FLEX FOR FINAL CONNECTION TO GENERATOR AND <br />WATERTIGHT FITTINGS TO ATS. <br />3 400A, 48OV, 3 PHASE AUTOMATIC TRANSFER SWITCH (ATS). <br />4 REMOVE AND SALVAGE TO OWNER EXISTING PRIMARY FEEDER. <br />5 2-1/2" RIDGE CONDUIT, 3 #4/0, 1 #4G, THHN CU. UTILIZE <br />WATERTIGHT FITTINGS TO ATS. <br />6 EXISTING MOTOR CONTROL CENTER. <br />7 EXISTING MAIN DISCONNECT WITH 275A CIRCUIT BREAKER. <br />8 EXISTING 400A CURRENT TRANSFORMER ENCLOSURE. <br />9 EXISTING PRIMARY FEEDER. <br />10 LINE VOLTAGE THERMOSTAT, HONEYWELL #T631 A1105. ENERGIZED <br />ON TEMPERATURE RISE AS INDICATED. <br />r SOIL <br />II FRACTIONAL H.P. MANUAL MOTOR STARTER WITH OVERLOAD <br />MAX. <br />PROTECTION. SQUARE D CLASS 2510. <br />12 ADJUSTABLE (0-10 MINUTE) DELAY ON MAKE RELAY. PS TYPE DDR. <br />MOUNT BOTH RELAYS IN A COMMON NEMA 2 ENCLOSURE BELOW THE <br />THERMOSTATS. <br />VENT <br />FTANK LEVELOMETER <br />f� FILL TUBE WITH LOCKING FILL CAP <br />HIGH LEVEL OF FUEL IN TANK(SEE NOTE 1) <br />I 285 GALLON BLK. STEEL TANK W/SUPPORT RAILS <br />II 10'x 12'x Co" CONCRETE SLAB W/Cup,55 <br />VI SLOPE '/4" PEZ FT. TOWAIZD DRAIN <br />'L-#40 18"O.C. EACH WAY <br />COMPACT 501L TO 95% MAX. DENSITY <br />SLOPE TANK 1/4- PER FT. TOWARD FILL <br />DOUBLE -POPPLE CHECK VALVE AND STRAINER <br />NOTES: <br />1. FOR USE WITH NO DAY TANK. <br />HIGH LEVEL IN TANK TO BE BELOW FUEL <br />INJECTOR VALVES. <br />NO AUXILIARY TRANSFER PUMP. <br />3. WRAP ALL BELOW GRADE PIPING. <br />ALL BELOW GRADE CONNECTIONS SHALL BE WELDED. <br />8" CMU <br />FABRICATE THIMBLE FROM TUBING <br />AND 11 GAUGE END PLATE. <br />WELD PLATE TO TUBING. <br />VIEW A -A <br />NO SCALE <br />II <br />r . 14278 <br />I AS -BUILT, JULY 1989 JMK <br />ITEM CHECKED <br />SAN JOAQUIN COUNTY <br />SOUTHERN WATER SYSTEM IMPROVEMENTS <br />ELECTRICAL/MECHANICAL AND LE/PG DESIGN <br />MISCELLANEOUS DETAILS TL DRAWN <br />DB CHECKED <br />L4LEEDSHILL - HERKENHOFF, INC. 7/86 DATE <br />ALBUQUERQUE SANTA FE PHOENIX SAN FRANCISCO L626-01 JOB NO. <br />Lfl14278 SHEET 7 OF'O <br />R OMMENDED R.C.E. N0. APPROVED OF f <br />
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