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tk1sc project number: B2305501.000 <br />drawn by:checked by: <br />drawing no.: <br />ar <br />c <br />h <br />i <br />t <br />e <br />c <br />t <br />u <br />r <br />e <br />pl <br />a <br />n <br />n <br />i <br />n <br />g <br />in <br />t <br />e <br />r <br />i <br />o <br />r <br />s <br />tB <br />P <br />/ <br />A <br />r <br />c <br />h <br />i <br />t <br />e <br />c <br />t <br />u <br />r <br />e <br />46 <br />1 <br />1 <br /> <br />T <br />e <br />l <br />l <br />e <br />r <br /> <br />A <br />v <br />e <br />n <br />u <br />e <br />Ne <br />w <br />p <br />o <br />r <br />t <br /> <br />B <br />e <br />a <br />c <br />h <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />6 <br />6 <br />0 <br />ph <br />: <br /> <br />9 <br />4 <br />9 <br />. <br />6 <br />7 <br />3 <br />. <br />0 <br />3 <br />0 <br />0 <br />consultant <br />agency <br />owner <br />date: <br />drawing title: <br />description:date:Rev: <br />tBP project number : <br />architect <br />THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION <br />CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND <br />SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART <br />THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR <br />OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT <br />OF tBP/ARCHITECTURE. <br />ph: 714.667.2700 <br />SANTA ANA, CA 92701 <br />20 CIVIC CENTER PLAZA <br />SANTA ANA PLANNING AND BUILDING AGENCY <br /># <br />DA <br />N <br />C <br />E <br /> <br />S <br />T <br />U <br />D <br />I <br />O <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />L <br />I <br />F <br />O <br />R <br />N <br />I <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />7 <br />12 <br />0 <br />2 <br /> <br />W <br /> <br />E <br />D <br />I <br />N <br />G <br />E <br />R <br /> <br />A <br />V <br />E <br />MA <br />T <br />E <br />R <br /> <br />D <br />E <br />I <br /> <br />H <br />I <br />G <br />H <br /> <br />S <br />C <br />H <br />O <br />O <br />L <br />21125.00 <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />L <br />I <br />F <br />O <br />R <br />N <br />I <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />7 <br />12 <br />0 <br />2 <br /> <br />W <br /> <br />E <br />D <br />I <br />N <br />G <br />E <br />R <br /> <br />A <br />V <br />E <br />MA <br />T <br />E <br />R <br /> <br />D <br />E <br />I <br /> <br />H <br />I <br />G <br />H <br /> <br />S <br />C <br />H <br />O <br />O <br />L <br />21125.00 <br />09/06/2023 <br />11870 Pierce Street, Suite 160 <br />Riverside, California 92505 <br />951.299.4160 www.tk1sc.com <br />Project Leader - Bill Voller <br />tk1sc Job #: B2305501.000 <br />Electrical Lead - Marie Rothenberger <br />City Submittal 09/06/23- <br />ELECTRICAL DETAILS <br />E4-1 <br />SCALE: N.T.S. <br />AT CMU WALLS: <br />(4) 3/8" DIA. HILTI KWIKBOLT 3, MINIMUM 2 <br />1/2" EMBEDMENT, ICC ESR-1385, <br />TEST/INSTALLATION TORQUE = 15 FT-LB. <br />AT CONCRETE WALLS: <br />(4) 3/8" DIA. HILTI KWIK-BOLT TZ2, MINIMUM <br />2 1/2" EMBEDMENT, ICC ESR-4266, <br />TEST/INSTALLATION TORQUE = 25 FT-LB. <br />ELECTRICAL <br />CABINET/PANEL <br />20"Wx48"Hx6"D <br />250 LBS. MAX. <br />3/8" DIA. LAG SCREW <br />WITH 3" PENETRATION <br />AT EACH CORNER <br />ELECTRICAL <br />CABINET/PANEL <br />20"Wx48"Hx6"D <br />250 LBS. MAX. <br />NEW 4x4 BLOCK <br />WITH SIMPSON A34 <br />TOP AND BOTTOM <br />EACH SIDE <br />WOOD STUD WALL <br />PROVIDE THREE (3) STUDS <br />WITH TWO (2) #10 SMS AT <br />EACH STUD TOP AND BOTTOM <br />(6 TOTAL) <br />ELECTRICAL <br />CABINET/PANEL <br />20"Wx48"Hx6"D <br />250 LBS. MAX. <br />SCALE: N.T.S. <br />6" <br />8" <br />12" <br />GRADE <br />SERVICE LOOP <br />DRAIN HOLE <br />24" MIN <br />MAINTAIN 6" MIN FROM DRIVEWAY <br />EDGE AND MIN 4" FROM CURB <br />FINAL LOCATION PER LANDSCAPE <br />ARCHITECT. <br />PULL BOX AS MANUFACTURED <br />BY BROOKS OR EQUAL, (SEE <br />PULLBOX SCHEDULE FOR <br />SIZE) <br />BASE <br />RUN CONDUIT THRU <br />OPENINGS WITH 1/2" SPACE. <br />EXTENSION QUANTITY PER <br />FINAL TRENCH DEPTH AND <br />CONDUIT ROW <br />ARRANGEMENT. <br />ADJUST PULLBOX HEIGHT FOR LID FLUSH WITH PAVED <br />AREA OR LID 1" ABOVE UNPAVED AREA. <br />TRAFFIC COVER, STEEL BOLT DOWN <br />IDENTIFY PER SYSTEM: <br />1.FIRE ALARM <br />2.LOW VOLTAGE SYSTEM <br />3.POWER <br />COMPACTED <br />SOIL <br />COMPACTED 1/2" <br />DIAMETER PEA <br />GRAVEL <br />END BELL <br />FITTING <br />SLOPE CONDUIT 4% <br />FOR DRAINAGE <br />ALL BOXES SHALL BE SET ON A MINIMUM 8" <br />GRAVEL BASE WITH 1/2" DIAMETER PEA <br />GRAVEL. <br />ALL INCIDENTAL CONCRETE SHALL BE <br />REMOVED FROM BOXES. <br />PROVIDE WATERTIGHT SPLICES AND CAPS <br />FOR POWER CONDUCTORS. <br />PROVIDE SEALING GEL IN ALL CONDUITS <br />(BOTH W/ CONDUCTORS AND IN EMPTY <br />SPARE CONDUITS.) THE GEL SHALL BE <br />INSERTED IN THE CONDUIT TO A DEPTH OF 6" <br />AND FLUSH W/ THE END OF THE CONDUIT. <br />THE GEL SHALL BE MANUFACTURED BY 3M <br />#4442 RE-ENTERABLE ENCAPSULANT. <br />PROVIDE IDENTIFYING TAGS ON ALL POWER <br />AND COMMUNICATION CONDUCTORS IN <br />PULLBOXES. <br />PULLBOX SHALL BE SIZED PER N.E.C. <br />REQUIREMENTS. <br />1. <br />2. <br />3. <br />4. <br />5. <br />6. <br />16 GA. TRACK <br />BACKING <br />(TYPICAL) <br />F <br />E <br />R <br />FIRE <br />I <br />FINISHED FLOOR <br />FINISHED FLOOR <br />46 <br />" <br /> <br />M <br />A <br />X <br />. <br /> <br />S <br />I <br />D <br />E <br /> <br />A <br />P <br />P <br />R <br />O <br />A <br />C <br />H <br />34 <br />" <br /> <br />M <br />A <br />X <br />. <br />24" MAX. <br />FINISHED FLOOR <br />SCALE: N.T.S. <br />TOP OF CONTROL OR <br />OUTLET BOX <br />TOP OF CONTROL OR <br />OUTLET BOX <br />BOTTOM OF CONTROL <br />OR OUTLET BOX <br />15 <br />" <br /> <br />M <br />I <br />N <br />. <br />48 <br />" <br /> <br />M <br />A <br />X <br />. <br />ALL DEVICE HEIGHTS DEPICTED SHALL BE MODIFIED AS REQUIRED BY GOVERNING BUILDING CODES. CONTRACTOR TO <br />VERIFY/RECONCILE APPLICABLE CODE REQUIREMENTS AND ANY DEVICE HEIGHT REQUIREMENTS DEPICTED ON <br />ARCHITECTURAL OR INTERIOR DESIGN PLANS & SPECIFICATIONS PRIOR TO DEVICE ROUGH-IN. CONFLICTS OR LACK OF <br />MOUNTING HEIGHT SPECIFICITY ON THE ARCHITECTURAL OR INTERIOR DESIGN PLANS & SPECIFICATIONS SHALL BE <br />CAUSE FOR THE CONTRACTOR TO ISSUE A FORMAL WRITTEN RFI FOR RESOLUTION. DEVICE MOUNTING HEIGHT <br />CLARIFICATIONS/SPECIFICATIONS SHALL NOT RESULT IN AN ADDITIONAL COST TO THE OWNER - CONTRACTOR SHALL <br />INCLUDE ALL COSTS IN BASE BID. <br />ALL DEVICES IN IMMEDIATE <br />PROXIMITY EACH TO OTHER <br />SHALL ALIGN VERTICALLY AND <br />HORIZONTALLY <br />METAL STUD WALL <br />(20 GA. MIN.) <br />CONCRETE COVER <br />42 LBS. <br />BRASS "L" BOLT, (2) REQUIRED. <br />44 <br />" <br /> <br />M <br />A <br />X <br />. <br /> <br />F <br />R <br />O <br />N <br />T <br /> <br />A <br />P <br />P <br />R <br />O <br />A <br />C <br />H <br />CMU OR <br />CONCRETE WALL <br />SCALE: N.T.S. <br />FINISH CONCRETE SLAB <br />(MIN THICKNESS = 4") <br />CONCRETE SLAB <br />BOTH ENDS 2"3/16 <br />TRANSFORMER BASE <br />CONCRETE FLOOR <br />2 1/2" EMBED <br />TRANSFORMER <br />WEIGHT=900 LBS. <br />3/8"Ø HILTI KWIK-BOLT TZ2 <br />@ 24"OC (3 PER SIDE MIN) <br />(ICC ESR-4266) <br />32"W x 44"H x 27"D <br />1/2" THICK x REQ'D SIZE <br />NEOPREME VIBRATION <br />ISOLATION PAD. SEE <br />TRANSFORMER SPECIFICATIONS. <br />OR <br /> <br />4 <br />0 <br />" <br /> <br />M <br />A <br />X <br />. <br /> <br />F <br />R <br />O <br />N <br />T <br /> <br />A <br />P <br />P <br />R <br />O <br />A <br />C <br />H <br /> <br />I <br />N <br />AC <br />C <br />E <br />S <br />S <br />I <br />B <br />L <br />E <br /> <br />R <br />E <br />S <br />T <br />R <br />O <br />O <br />M <br />S <br />21159.00 <br />1202 W Edinger <br />Ave10/3/2024