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015TRIBUTION PANEL <br /> I <br /> 01 <br /> GROUND BUS <br /> CHANNEL SUPPORT 10 <br /> RIGID CONDUIT WITH CONDUCTOR, ATTACHED VERDE DESIGN <br /> TO WALL WITH UN15TRUT. LANDSCAPE ARCHITECTURE <br /> CIVIL ENGINEERING <br /> ® COPPER GROUND <br /> PORT PLANNING DESIGN <br /> CONDUCTOR TO METAL 1843 Iron Point Rd #140 <br /> FRAME WHEN PROVIDED UN15TRUT CHANNEL. UN15TRUT BRACKET. Folsom,CA 95630 <br /> FIN15H GRADE tel: 916.415.6554 <br /> fax:408.985.7260 <br /> www.VerdeDesigninc.com <br /> GALVANIZED RIGID STEEL GORE BORE HOLE TO BE <br /> CONDUIT TAPE MIN. 12" AFC. 2 LARGER THAN CONDUIT <br /> DIA PA551N6 THRU WALL. <br /> 12 MIN. <br /> o EXTERIOR WALL. STAMP <br /> 6E NON-HARDENING, \p,NDSCAp <br /> `/�\ �\ �\ �� �� �\ �\ �\ NON-5HRINKING SILICONE ESCUTCHEON PLATE, BOTH SIDES �Q F,9 <br /> OF WALL TYPICAL. � 'p <br /> ������������ ������������\�� MINIMUM DEPTH PER 5EALER OR EQUAL <br /> a � � � NEC TABLE 500-5. Cl No. 4089 <br /> Z LB CONDUIT BODY. - w n <br /> CONDUIT, 5EE PLANS FOR —I <br /> ~ COPPER GLAD GROUND 3 GROUND ROD BOX <br /> ���/�/ TYPE AND SIZE. * igna uro <br /> V) ROD 5'-0" LONG Icti31w/1o4ls"(P CHRI5TY FI OR EQUAL UN15TRUT BRACKET. FILL VOID AROUND CONDUIT ONE INCH IXPIR'nON 1� <br /> (NEC 250) SCHEDULE 40 PVC. J'J <br /> V) APPLICATION OF FIRE BARRIER MATERIAL <br /> UN15TRUT CHANNEL. COMPLETELY AROUND CONDUIT, PER U.L. F O <br /> 9T OF CA��F � <br /> 0LJ N®fid. AND A5TM REQUIREMENTS. <br /> o- <br /> CONDUIT, 5EE PLAN5 CONSULTANT <br /> Z I. FOR WOOD 5TUD WALL: U5E 1031 IASI5"(P LAG BOLT WITH MIN. FOR TYPE AND SIZE. CEILING. <br /> 0 1051YV IA4 I5" pFESS/0 <br /> W OI SIZE OF CONDUGTOR5 SHALL COMPLY WITH NEC TABLE 250-66 EMBEDMENT INTO 5TUD5. (ONE AT EACH END INTERIOR WALL. QR FE �ql <br /> 0 OF BRACKET) <br /> BOND SEPARATE CONDUCTORS FROM GROUND ROD TO ELECTRICAL PANEL AN <br /> O2 D 'G <br /> Z TO METAL BUILDING FRAME (NEC 250-50). IN ADDITION TO DETAIL ABOVE, BOND < E16890 N m <br /> 0 THE ELECTRICAL GROUND TO NEARE5T METALLIC, GOLD WATER PIPE. (NEC, 250-50) 2. FOR CONCRETE WALL: IQIIW/IA2I5"(P HILTI KWIK-BOLT TZ 5TAINLE55 5TEEL ANCHOR (ICG E5R-Igl7) Exp. 06/30/21 <br /> w WITH MINIMUM EMBEDMENT OF 3-I05IW/IASI5" IN 4" DEEP HOLE. I01IW/IA2164 <br /> ANCHORS SHALL BE TORQUE-TESTED TO 40 FT-1-155, WHICH MUST BE ATTAINED FFP <br /> Q O3 CHECK RE515TANCE TO GROUND, IF RE515TANCE EXCEEDS 25 OHMS, INSTALL ADDITIONAL WITHIN ONE-HALF TURN OF NUT AFTER FIRM CONTACT WITH ANCHOR AA5HER. c OFCN0k <br /> } GROUND RODS A5 REQUIRED. (NEC 250-56) INSTALL ANCHOR PER GBG IcIOA.7 AND RECOMMENDATIONS IN NOTE: <br /> M <br /> MANUFACTURER'S E5R REPORT. ANCHOR IN5TALLATION5 REQUIRE SPECIAL PER U.L. FIRE RE515TANCE DIRECTORY <br /> N ® ALL MODULES OF METAL FRAME BUILDINGS 5HALL BE ELECTRICALLY BONDED TOGETHER. INSPECTION. 5Y5TEM V41-1002 <br /> 03 (BOLTING ONLY 15 NOT ACCEPTABLE BONDING.) (TYPICAL OF (4) PER SECTION) <br /> o_ <br /> 0 <br /> o I <br /> 0 <br /> w <br /> U <br /> 0 <br /> O <br /> TYPICAL GROUND INSTALLATION UNDERGROUND CONDUIT RISER DETAIL- 3 CONDUIT WALL PENETRATION DETAIL- i� o <br /> N 2 American C nsulting Engineers <br /> Electrical, Inc. <br /> E7.4 NOT TO SCALE NOTE: GROUNDING TE5T MUST BE BY INDEPENDENT LICEN5ED E7.4 NOT TO 5GALE E7.4 NOT TO 5GALE <br /> ELECTRICAL CONTRACTOR OR TESTING LABORATORY. lsso The Alameda, since zoo 408/236-2312 <br /> ¢ San Jose, Ca 95126 Fax: 408/236-2316 <br /> N JOB # E19147.00 <br /> V) <br /> z <br /> J <br /> (L <br /> 0 <br /> z <br /> w <br /> M <br /> U-1 <br /> 0 <br /> z <br /> o: <br /> z <br /> z <br /> 0 <br /> V) <br /> w <br /> 0 <br /> W <br /> 2 <br /> U <br /> V) <br /> O <br /> w <br /> 0 <br /> z <br /> F-: <br /> U <br /> W <br /> O <br /> Of <br /> (L <br /> 0 <br /> LU <br /> u- <br /> 0 U <br /> W <br /> 0- <br /> V) <br /> U-1 <br /> r <br /> o SHEET TITLE <br /> F <br /> U <br /> W <br /> z <br /> 0 <br /> U <br /> 0 <br /> ELECTRICAL DETAILS <br /> z <br /> ¢ <br /> z <br /> 0 <br /> w <br /> V) <br /> Of <br /> 0 <br /> PROJECT NAME <br /> o_ <br /> 0 <br /> 0 <br /> a <br /> FRANKLIN HIGH SCHOOL <br /> 0 <br /> 0 <br /> ATHLETIC IMPROVEMENTS <br /> W <br /> 0 <br /> a <br /> w <br /> U <br /> W <br /> PROJECT ADDRESS <br /> z <br /> 4600 E. FREMONT ST. <br /> N STOCKTON, CA 95215 <br /> w <br /> 0 <br /> w <br /> 0 <br /> LLI <br /> 0 SUBMITTAL DATE <br /> Uj <br /> o DD/50% SUBMITTAL 03/06/2020 <br /> o: <br /> a <br /> DSA 100% SUBMITTAL 05/01/2020 <br /> 0 <br /> z <br /> M <br /> M <br /> 0 <br /> w <br /> 0 <br /> E U <br /> ¢z <br /> 0:2F <br /> z� <br /> Qo NO. REVISIONS DATE <br /> 0 <br /> Nw Q <br /> m0Q <br /> 0 <br /> �z <br /> wN <br /> w <br /> �' Q <br /> uj:2 <br /> ww <br /> ofa <br /> z Q0W <br /> ¢0 A <br /> U <br /> ZF <br /> N$i Q <br /> J� <br /> a� <br /> w <br /> zEn DRAWN BY CHECKED BY <br /> MG SB/ SF <br /> wN <br /> M 0 DATE ISSUED SCALE <br /> afa <br /> 05/01 /2020 AS NOTED <br /> ¢z <br /> vi¢ PROD. NO. <br /> Fn0 1911000-1211 <br /> Ld <br /> OZ <br /> SHEET NO. <br /> Cn <br /> Uj <br /> �aE7.4 <br /> -10 <br /> OF <br /> <c> <br /> DRAWING NAME: \\ACEEDC2\projects\projects\Year 2019\E19147 Franklin HS Additional Athletic Improvement\ATHLETICS (Ball Fields & POOL)\E7.4_Electrical Details.dwg <br /> PLOT DATE: 04-30-20 PLOTTED BY: sbuhay <br />