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CONCRETE DESIGN <br />1. ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE ACI. <br />2. CONCRETE SHALL BE NORMAL WEIGHT AND SHALL HAVE 2,500 PSI <br />STRENGTH AT 28 DAYS. <br />3. REINFORCED CONCRETE IN THE FOUNDATION SHALL BE OF NATURAL <br />AGGREGATE CONFORMING TO ASTM C-33. <br />4. TYPE I/II CEMENT TO MEET ASTM C150. <br />5. REINFORCING STEEL - ASTM A615 WITH THE FOLLOWING STRENGTHS: <br />SIZE STRENGTH: <br />#4 AND SMALLER GRADE 60 (fy = 60000 PSI) <br />#5 AND LARGER GRADE 60 (fy = 60000 PSI) <br />6. FABRICATE AND PLACE REINFORCEMENT IN ACCORDANCE WITH ACI <br />PUBLICATION SP-66, ACI DETAILING MANUAL - LATEST EDITION. <br />7. PLACE CONCRETE IN COMPLIANCE WITH ACI 304. ALL CONCRETE SHALL <br />BE MECHANICALLY VIBRATED. <br />8. CONFORM TO ASTM C-94 FOR CONCRETE MIXING OPERATIONS. <br />9. CONCRETE COVER FOR REINFORCEMENT FOR NON-PRESTRESSED, CAST <br />IN PLACE CONCRETE SHALL BE AS FOLLOWS: <br />CONDITION COVER <br />CAST AGAINST EARTH 3" <br />EXPOSED TO WEATHER <br />#5 AND SMALLER 1-1/2" <br />#6 AND LARGER 2" <br />SLAB-ON-GRADE 2" <br />10.EMBEDS -ALL ITEMS TO BE CAST INTO CONCRETE SUCH AS REINFORCING <br />DOWELS, BOLTS, ANCHORS, PIPES, SLEEVES, ETC., SHALL BE SECURELY <br />AND ACCURATELY POSITIONED INTO THE FORMS PRIOR TO PLACING THE <br />CONCRETE. <br />11. ALL CONCRETE EXPOSED TO THE WEATHER TO BE AIR ENTRAINED AND <br />SHALL CONFORM TO ASTM C-260. <br />12.PROVIDE CONTINUOUS REINFORCING BARS UNLESS WHERE SPLICES ARE <br />SPECIFICALLY SHOWN ON THE DRAWINGS. <br />13.CALCIUM CHLORIDE ADMIXTURES OR ADMIXTURES CONTAINING <br />CHLORIDE SALTS SHALL NOT BE ADDED TO THE CONCRETE. <br />FINISHED <br />GRADE <br />FOUNDATION AND <br />ANCHORAGE PER <br />EQUIPMENT PAD <br />DETAIL A. <br />S501.1453 SIMPLIFIED SWITCHBOARD DETAIL RA <br />SWITCHBOARD <br />NTS <br />(N) ANCHOR LOCATION, <br />(6) ANCHORS PER SECTION, TYP. <br />7'-7" <br />MAX <br />TYP <br />SWITCHBOARD CABINET DESIGN TO BE <br />VERIFIED AGAINST VENDOR DRAWINGS <br />2500 LBS MAX <br />PER CABINET <br />SECTION, TYP. <br />CONDUIT <br />WINDOW, <br />TYP. <br />29.75" <br />MIN. <br />E <br />C NTS <br />(4) #4 TIES @ 3" <br />SPACING O.C. AT TOP <br />OF PIER <br />(E) GRADE <br />2' MIN <br />12' <br />MAX. <br />(E) GRADE <br />(N) LIGHT POLE, FIELD <br />INSTALLED, DESIGNED <br />BY OTHERS (VERIFY <br />DIMENSIONS IN FIELD) <br />80 LBS MAX. <br />#4 REBAR TIES AT 6" <br />SPACING O.C. <br />POLE BASE PLATE DESIGNED BY <br />MANUFACTURER, INSTALLED BY <br />TESLA CONTRACTOR <br />4" <br />MAX. <br />33'' <br />(8) #6 VERTICAL <br />REBAR EQUALLY <br />SPACED INSIDE TIES <br />3' <br />MAX <br />3" MIN <br />5' <br />MIN <br />LIGHT POLE FOUNDATION <br />MOTION AND <br />PHOTOCELL SENSOR <br />OPTIONAL <br />JUNIPER <br />ACCESS <br />POINT (4 <br />LBS) <br />OPTIONAL CRADLEPOINT ANTENNA (2 <br />LBS)25 LBS MAX FOR EACH <br />LIGHT FIXTURE, FIELD <br />INSTALLED, DESIGNED BY <br />MANUFACTURER, INSTALLED <br />BY TESLA CONTRACTOR <br />OPTIONAL <br />DOUBLE <br />HEADANCHOR BOLT <br />BY OTHERS <br />PER POLE <br />MANUFACTURER <br />SPECIFICATIONS <br />NTSS501.1433 PIPE BOLLARD DETAIL INSTALLATION DETAIL MASTER RA <br />FIXED BOLLARD DETAIL <br />(N) BOLLARD <br />NOTES <br />1. 4" STD MIN PAINTED STEEL PIPE <br />2. FILL PIPE WITH CONCRETE <br />3. 36" MIN EMBEDMENT IN CONCRETE FOOTING <br />4. 18" MIN DIA CONCRETE FOOTING <br />5. SET POST NOT LESS THAN 36" ABOVE GRADE <br />SLOPE TOP OF FOOTING <br />(WHERE NOT SURROUNDED BY <br />CONCRETE SLAB, OR WHERE IN <br />EQUIPMENT WORK CLEARANCES) <br />36" MIN <br />18" MIN4-1/2" <br />MIN <br />36" MIN <br />FREE DRAINING CRUSHED ROCK FILL <br />(MIN. 4-1/2") <br />3" MIN CLR <br />F <br />S501.1331 V3 SUPERCHARGER CABINET PLINTH DETAIL-ISO-ALL VIEWS RA <br />V4 SUPERCHARGER CABINET CIP FOUNDATION <br />3/4"=1'-0" <br />AC CONDUIT <br />(SWITCHBOARD <br />TO CABINET) <br />ETHERNET <br />CONDUIT <br />(ETHER-LOOP) <br />DC POST CONDUIT <br />(CABINET TO POST) <br />FOUNDATION AND <br />ANCHOR DESIGN PER <br />EQUIPMENT PAD DETAIL A. <br />CONTRACTOR TO OBTAIN CONDUIT WINDOW TEMPLATE PRIOR <br />TO COMMENCING CONSTRUCTION AND UTILIZE TEMPLATE WHEN <br />LAYING OUT CABINETS <br />FINISHED GRADE <br />TOP <br />VIEW <br />FRONT <br />VIEW <br />2420 LBS 2420 LBS <br />8 14"3'-2 18" <br />134" <br />258" <br />36" MIN. <br />3'-534" <br />CABINET ANCHORAGE <br />LOCATIONS, (TYP. 4) <br />2'-9"1078" <br />PROVIDE 3.75" MIN. <br />FROM ANCHORS TO <br />CONDUIT WINDOW AND <br />PAD EDGE <br />FRONT <br />4'-634" <br />3'-1058" <br />6'-334" <br />B <br />658" <br />2 14" <br />5258" <br />V4 CABINET CONDUIT WINDOW DETAIL <br />3/4" = 1' - 0" <br />658" <br />CABINET <br />ENCLOSURE <br />AC CONDUIT <br />WINDOW <br />4" AC CONDUIT <br />TYP. <br />DC CONDUIT <br />WINDOW4" DC CONDUIT <br />TYP. <br />SEE <br />STRUCTURAL <br />DETAIL FOR <br />ANCHOR <br />LOCATION <br />NOTES: <br />- DATUM LOCATED AT LEFT FRONT CORNER OF CABINET <br />ENCLOSURE AS ORIGIN TO LOCATE CONDUIT WINDOWS <br />- CONTRACTOR TO OBTAIN CONDUIT WINDOW TEMPLATE <br />BEFORE STARTING CONSTRUCTION; USE FOR CABINET LAYOUT. <br />1638"1778"16"17 12" <br />4034" <br />1.25" <br />COMMUNICATION <br />CONDUIT 4338" <br />HG <br />E F <br />DC <br />B <br />A <br />1.25" SPARE <br />CONDUIT <br />D <br />A S511.107 FLAT EQUIPMENT PAD & ANCHOR SECTION RX <br />EQUIPMENT PAD & ANCHOR SECTION (NO-SNOW) <br />NTS <br />3" MIN. <br />6" MAX.FINISHED <br />GRADE <br />12" <br />MIN. <br />6" MIN <br />EDGE DISTANCE* <br />10" <br />6" MIN. <br />#5 REBAR <br />CONTINUOUS <br />1/2" DIAMETER SS HILTI KB-TZ2 ANCHOR <br />SYSTEM WITH 3-1/4" MIN. EMBEDMENT INTO <br />(N) EQUIPMENT SLAB IN ACCORDANCE <br />WITH ESR-4266, OR APPROVED EQUAL. <br />10" SLAB WITH #5 @ 16" O.C. EACH <br />WAY AT CENTER OF SLAB <br />NOTE: MAX. CONTINUOUS SLAB <br />LENGTH SHOULD NOT EXCEED <br />50 FT W/O EXPANSION JOINT <br />6" MIN., 95% RELATIVE COMPACTED <br />CLASS 2 AGGREGATE BASE <br />IN ORDER TO MAINTAIN POSITIVE DRAINAGE, <br />TOP OF SLAB SHALL SLOPE BETWEEN 0.5% <br />AND 2% IN THE DOWNHILL DIRECTION. <br />* 3.75" MIN EDGE DISTANCE FOR <br />V4 CABINET PRODUCT ONLY <br />9" <br />6" <br />1"12"0 <br />PROPRIETARY AND CONFIDENTIAL <br />ABCDEFGH <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />DA <br />T <br />E <br />NO <br />. <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />ORIGINAL SIZE 24"X36" <br />SHEET SIZE ARCH "D" <br />3500 DEER CREEK RD. <br />PALO ALTO, CA 94304 <br />(650) 681-5000 <br />02 <br />. <br />1 <br />0 <br />. <br />2 <br />6 <br />A <br />20 <br />2 <br />5 <br /> <br />C <br />O <br />D <br />E <br /> <br />& <br /> <br />O <br />V <br />E <br />R <br />A <br />L <br />L <br /> <br />P <br />L <br />A <br />N <br />03 <br />. <br />2 <br />3 <br />. <br />2 <br />6 <br />B <br />B <br />U <br />I <br />L <br />D <br />I <br />N <br />G <br /> <br />D <br />E <br />P <br />A <br />R <br />T <br />M <br />E <br />N <br />T <br /> <br />C <br />O <br />M <br />M <br />E <br />N <br />T <br />25 <br />2 <br />5 <br /> <br />N <br />O <br />R <br />T <br />H <br /> <br />G <br />R <br />A <br />N <br />D <br /> <br />A <br />V <br />E <br />N <br />U <br />E <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />, <br /> <br />U <br />S <br />STRUCTURAL <br />DETAILS <br />S-501 <br />REV: B IFP <br />MHANNOUNPLOT DATE: 4/22/2026 11:39 AM <br />JB-9275533-00 <br />Ơ <br />TE <br />S <br />L <br />A <br /> <br />S <br />U <br />P <br />E <br />R <br />C <br />H <br />A <br />R <br />G <br />E <br />R <br />_ <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />16 <br /> <br />S <br />U <br />P <br />E <br />R <br />C <br />H <br />A <br />R <br />G <br />E <br />R <br />S <br />B <br />134" <br />2" <br />Yoo Jin <br />Kim <br />Digitally signed by <br />Yoo Jin Kim <br />Date: 2026.04.22 <br />11:32:20 -07'00'