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NOTES: <br /> NOTE: <br /> INVERTER ENCLOSURE O SIZE OF CONDUCTORS SHALL COMPLY WITH NEG TABLE 250-66. <br /> OTHE EQUIPMENT GROUNDING CONDUCTOR SHALL BE USED FOR GROUNDING OR BONDING <br /> OF EQUIPMENT, STRUCTURES OR FRAMES REQUIRED TO BE GROUNDED OR CHECK RESISTANCE TO GROUND, IF RESISTANCE EXCEEDS 25 OHMS, <br /> BONDED(250.32(13)). PROVIDE ALL OF THE CONNECTIONS BELOW AND BOND TO THE TOTAL WEIGHT OF INVERTER 2,875 L55 O <br /> EQUIPMENT GROUNDING CONDUCTOR. ENCLOSURE INSTALL ADDITIONAL GROUND ROD5 AS REQUIRED. (NEC 250-56) <br /> OO GROUNDING ELECTRODE CONDUCTOR. GROUNDING ELECTRODE CONDUCTOR SHALL BE O OUTDOOR TYPE INVERTER ENCLOSURE 2" (TYP) <br /> BARE OR INSULATED COPPER AND SHALL BE 51ZED PER TABLE 250.66. <br /> OEQUIPMENT BONDING JUMPER. EQUIPMENT BONDING JUMPER SHALL BE INSULATED <br /> SEPARATE BUILDING STRUCTURES FED_FROM THE UTILITY 5ERVIGE I I 12 13 COPPER AND SHALL BE 51ZED PER TABLE 250.122. \ <br /> PHASE BUSBARS O PROVIDE A MINIMUM OF (I) GROUND ROD. GROUND ROD SHALL BE 10' LONG BY 3/4" <br /> MAIN I DIAMETER COPPERCLAD. GROUNDING ELECTRODE CONDUCTOR SHALL BE BONDED TO (TYP) UNIT <br /> THE GROUND ROD VIA EXOTHERMIC WELD. GROUND RODS SHALL BE INSTALLED IN A OUTLINE <br /> ROUND BOX. SEE DETAIL FOR BOX/INSTALLATION REQUIREMENTS. (PROVIDE FOR ALL <br /> NEW BUILDING5. FOR EXISTING BUILDING5 PROVIDE WHEN ALL OTHER GROUNDING 3 <br /> NEUTRAL BU55AR 3 ELECTRODES ARE NOT AVAILABLE) AIR LOUVER EXHAUST _ <br /> MAX F_ + <br /> TOTAL <br /> O PROVIDE GROUNDING ELECTRODE CONDUCTOR CONNECTION TO THE NEAREST NIGHT <br /> 10 UNDERGROUND WATER PIPE IN DIRECT CONTACT WITH EARTH FOR A MINIMUM OF 10 FEET. ssrsLes —SEE 5/EFOR 30" + I II10 LB5 I + <br /> I INVERTER <br /> ENCLOSURE + + <br /> WATER PIPE SHALL BE ELECTRICALLY CONTINUOUS TO POINTS OF CONNECTION OF THE WIDTH=46„ ANCHORAGE. L <br /> - - - -- - - - - - - - - - - -- -- - GROUNDING ELECTRODE CONDUCTOR. CONNECTION POINT 5HALL NOT BE GREATER THAN paPm=30' <br /> 5FROM THE POINT OF ENTRANCE OF THE UNDERGROUND WATER PIPE. (PROVIDE FOR HEIGHT=?6" " VERDE DESIGN <br /> 2 2 ALL NEW AND EXI5TIN6 BUILDIN65 WHERE UNDERGROUND WATER 6 48" <br /> ATER PIPE 15 AVAILABLE) r6" LANDSCAPE ARCHITECTURE <br /> DIMENSIONS CIVIL ENGINEERING <br /> O6 PROVIDE GROUNDING ELECTRODE CONDUCTOR CONNECTION TO THE NEAREST METAL TYPICAL COPPER GROUND CONDUCTOR TO METAL (TO EDGE OF PLAN VIEW <br /> FRAME OR STRUCTURAL STEEL. (PROVIDE FOR ALL NEW AND EXISTING BUILDING5 BOTH SIDES I 2"(P HILTI KWIK-BOLT TX 5TAINLE55 SPORT PLANNING& DESIGN <br /> '*INPUT CONDUIT LOCATION 46" FRAME WHEN PROVIDED. CONCRETE PAD) STEEL ANCHOR (ICG E5R-1917) WITH <br /> WHERE METAL FRAME OR STRUCTURAL STEEL IS AVAILABLE <br /> zr3011 4-3/4" DEEP HOLE. �'V ANCHORS Folsom, <br /> TYP.CONDUIT KNOCKOUT I' MINIMUM EMBEDMENT OF 4-I/2" IN 1843 Iron Point Rd #140 <br /> OPROVIDE GROUNDING ELECTRODE CONDUCTOR CONNECTION TO ALL OTHER LOCAL 'CA 95630 <br /> 8 METAL UNDERGROUND 5Y5TEM5 OR STRUCTURES, A5 REQUIRED WHEN AVAILABLE. la I SHALL BE TORQUE-TE5TED TO 60 tel: 916.415.6554 <br /> 7. AIR LOUVER INTAKE Is **OUTPUT CONDUIT LOCATION r FT-LB5, WHICH MUST BE ATTAINED fax:408.985.7260 <br /> OS PROVIDE A CONCRETE ENCASED ELECTRODE (LIFER) IN AND NEAR THE BOTTOM OF THE I � UNIT OUTLINE yyITHIN ONE-HALF TURN OF NUT WWWVerdeDesignlnc.com <br /> O STRUCTURAL FOOTING OR SLAB ON GRADE THAT 15 IN DIRECT CONTACT WITH EARTH. <br /> O O _ THE ELECTRODE SHALL BE A MINIMUM OF 20 FEET LONG IN51DE THE PAD, FOOTING OR I AFTER FIRM CONTACT WITH ANCHOR <br /> 4 6 SLAB. THE ELECTRODE CONDUCTOR SHALL BE BARE COPPER AND 51ZED PER TABLE a" WASHER. INSTALL ANCHOR PER GBG <br /> 250.66 BUT SHALL NOT BE LE55 THAN #4AWG. (PROVIDE ONLY FOR NEW BUILDING5) 4 MOA.7 AND RECOMMENDATIONS IN <br /> 76" <br /> 0 , ISMIc BRACKETS I MAX TOTAL I MANUFAGTURER'5 E5R REPORT. <br /> 9 INCOMING SERVICE FROM THE UTILITY SERVICE. SEE SINGLE LINE DIAGRAM FOR PHASE, <br /> . . e�s <br /> ANCHOR INSTALLATIONS REQUIRE STAMP <br /> YqHT <br /> NEUTRAL AND EQUIPMENT GROUNDING CONDUCTOR 51ZINCG. �ROD Box SEE 4/E7.3 FOR CONCRETE PAD I 11001 LBS I SPECIAL INSPECTION. O �WDSCApe <br /> 0 10 MAIN BONDING JUMPER. OHRISTr FI OR EQUAL <br /> TYPICAL OF 4 PER SECTION <br /> ` \\� \ \��\ REQUIREMENTS I I <br /> ZLd <br /> I I PROVIDE VYE OU�DIEGTED BUILDIDNG TRANSFORMERSE CONDUCTOR . GROUNDECTION �G ELECTRODE THE SECONDARY SIDE �j�\ \�j� ���/ � No. 4089 <br /> COPPER GLAD GROUND LLl C 7 <br /> o CONDUCTOR MAY BE CONNECTED TO THE NEAREST STRUCTURAL STEEL OR THE MAIN (N) CONCRETE PAD. \\�� (ROD 8'-0" LONG 3/4"� <br /> 0 <br /> SERVICE GROUNDING ELECTRODE ONLY. SEE TRANSFORMER GROUNDING DETAIL FOR 5EE 4/E (N <br /> "I.3GONGRETE PAD DETAIL. I"c I9na ure <br /> o ADDITIONAL REQUIREMENTS. CADWELD OR BURNDY TYPE JULY 2021 <br /> D(PIRATION DATE: <br /> 0 12 <br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL GROUNDING AND GRc G GROUND CLAIMP. v aZLIZLZLZL ��9TF <br /> BONDING AS REQUIRED PER THE CEG. °� �F CA,-� <br /> 13SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 5EE 51TE PLAN FOR CONDUIT <br /> Of QUANTITY AND REQUIREMENT5. SECTION CONSULTANT <br /> Z <br /> af <br /> SEPARATE BUILDING STRUCTURES FERN� <br /> z , GROUNDING DETAIL FOR MAIN SWITCHGEAR 2 TYPICAL INVERTER ENCLOSURE DETAILS 3 INVERTER ENCLOSURE ANCHORAGE DETAILS E16890 9�0� <br /> p. O6 <br /> w <br /> E7.5 NOT TO SCALE E7.5 NOT TO SCALE E7.5 NOT TO SCALE FF /3G <br /> �T CTRL ��P <br /> Z <br /> F OF CAUL <br /> a <br /> r <br /> M <br /> 0 <br /> LdM: <br /> V) <br /> J <br /> M <br /> CL <br /> CL <br /> d I <br /> 0 <br /> o <br /> w I <br /> 0 <br /> Q <br /> CrLd <br /> American Consulting Engineers <br /> w Electrical Inc. <br /> m I <br /> EXISTING BUILDING 1590 The Alameda, Suite 200 408/236-2312 <br /> a <br /> San Jose, Ca 95126 Fax: 408/236-2316 <br /> V JOB # E19147.00 <br /> 200A PANEL;NEMA-5R APPROX. <br /> Z MAX WEIGHT 20OL55 APPROX. <br /> a DIMEN51ON: XX"H x 22"W x 6"D <br /> o 6" I'-1011 6"% Q a <br /> z <br /> wuj <br /> I <br /> z <br /> (E) PANEL <br /> Ofa <br /> D <br /> Z 30" HX42" WX30" 0 z <br /> o i XFMR a <br /> vi I �O <br /> o ---�� <br /> _ (E) 75 KVA XFMR n <br /> NEW a <br /> `r FENCE a <br /> L, GRADE - <br /> 0 a EXI5TING FENCE <br /> o cn <br /> / <br /> Ld <br /> 3'-6" 6" <br /> wLd <br /> X//j <br /> x <br /> �)( ®NT SHEET TITLE <br /> o SEE 51TE PLAN/ FLOOR <br /> W PLAN FOR CONTINUATIONNEW FENCE WITH GATE X�x_ NEW FENCE <br /> U OFBRANCH GIRGUITS. <br /> 0 <br /> FRONT ®� Y <br /> I <br /> z ELECTRICAL DETAILS <br /> 0 <br /> Q <br /> 0 4 <br /> TYPICAL NEMA-3R 200A SMUD SERVICE PEDESTAL DETAIL TYPICAL 200A SERVICE EQUIPMENT LAYOUT <br /> Cn0 <br /> E7.5 NOT TO SCALE E7.5 NOT TO SCALE <br /> o PROJECT NAME <br /> a_ <br /> 0 <br /> w <br /> 0 <br /> ZNOTES: <br /> FRANKLIN HIGH SCHOOL <br /> 0 <br /> 0 ATHLETIC IMPROVEMENTS <br /> OI ENCLOSED IOOA/ 3P PANEL BOARD; NEMA-3R. APPROX. MAX WEIGHT: <br /> Q O 12 200L55. <br /> w II 11 <br /> TYP. O TYPE NEMA 3R ENCLOSER. <br /> W <br /> O3 PROVIDE UN15TRUT PI001 MINIMUM 12 GA GALV STEEL. PROJECT ADDRESS <br /> 3 0 o II <br /> O4 PROVIDE 5TAINLE55 STEEL 1/2"(P x 2-3/8 MINIMUM EMBEDMENT KWIK <br /> a TYP. 9 BOLT TZ WEDGE ANCHOR (ICG-E5-E5R 1917), IN MINIMUM 2-5/8" DEEP <br /> Z HOLE. (4) ANCHOR BOLTS PER P05T BASE. 4 600 E. F R EMO N T ST. <br /> O5 CONCRETE PAD (SEE DETAIL 2/ E4.3 AND 3/ E4.3). S T O C KT O N, CA 95215 <br /> O <br /> Uj TYP. APPROX. DIMENSIONS OF ENCL05URE 30"H x 22"W x 6"D <br /> ofw <br /> > 7 PROVIDE UN15TRUT FLOOR SUPPORT P2073A P05T BASE. <br /> u_ <br /> >_ TYP. 9 3 TYP. 3 8 PROVIDE DOUBLE UN15TRUT PI001 H5 MINIMUM 12 GA &ALV STEEL. SUBMITTAL DATE <br /> ao 4 0 0 II O PROVIDE HEX HEAD GAP 50REW5 3/8"x2" WITH HEX NUTS AND DD/50% SUBMITTAL 03/06/2020 <br /> a WA5HER5. (4) GAP 5GREW5 ARE FOR ATTACHMENT OF PANEL TO REAR <br /> uj STRUTS. PROVIDE ONE GAP-SCREW NEAR EACH CORNER OF <br /> ENCL05URE/PANEL. DSA 100% SUBMITTAL 05/01/2020 <br /> o I I <br /> Q 12 2 6 I 10 PROVIDE (2) I/2" GALV BOLTS FROM P20-73A P05T BASE INTO <br /> VERTICAL UN15TRUT PI001. PROVIDE EACH BOLT WITH PIO10 NUT IN51DE <br /> � STRUT. TYPICAL FOR BOTH P2073A P05T BASE. <br /> 0 <br /> a Z 11 PROVIDE 1/2"0 GALV BOLT FA5TENER5 AT EACH INTERSECTION. <br /> 0- <br /> 110 12 ENCLOSED I OOA/ 3P PANEL BOARD; NEMA-3R. APPROX. MAX WEIGHT: NO. REVISIONS DATE <br /> 0 0 200L55. <br /> Ll <br /> �> <br /> M rJ 7 <br /> Q <br /> w TYP. TYP. TYP. 5 10 10 GENERAL= N07ES: <br /> (�)7 ti <br /> UJ� <br /> �� ° T ° ➢ JT T T ° ` ° T °` y UJ <br /> 1. INSTALLATION OF ALL EXPANSION ANCHORS REQUIRES <br /> Z ➢ J ➢ ° v p J J° v <br /> o ° °`:° ➢ ° ° PERIODIC SPECIAL INSPECTION. ADDITIONALLY, TORQUE-TEST <br /> � ALL �"p ANCHORS TO 40FT-LB5, WHICH MUST BE ATTENDED <br /> / I,�I 4 4 WITHIN ONE-HALF TURN OF NUT AFTER FIRM CONTACT WITH Q <br /> Z <br /> REAR \Y A E Y `4 Y Y `4 WASHER. <br /> J� Q <br /> 0o DRAWN BY CHECKED BY <br /> aQ <br /> �3 MG SB/ SF <br /> M CQ ISSUED <br /> ww <br /> WO <br /> TYPICAL 200A SERVICE EQUIPMENT INSTALLATION ON UNISTRUT DETAIL <br /> QDATE <br /> 05/O1 /2020 SCALE <br /> ZAS NOTED <br /> � 6 <br /> � <br /> of <br /> (a E7.5 NOT TO SCALE <br /> PROJ. NO. <br /> U5 0 1911000-1211 <br /> Ld <br /> vi <br /> SHEET NO. <br /> F- <br /> wIr <br /> 20 <br /> E7.5 <br /> _j 0OF <br /> Q U <br /> DRAWING NAME: \\ACEEDC2\projects\projects\Year 2019\E19147 Franklin HS Additional Athletic Improvement\ATHLETICS (Ball Fields & POOL)\E7.5_Electrical Details.dwg <br /> PLOT DATE: 04-30-20 PLOTTED BY: sbuhay <br />