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CONCRETE NOTES <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 />AUGMENTATION UNIT ANCHORAGE <br />NTS <br />4.5" MIN <br />EDGE DISTANCE <br />CONCRETE <br />PAD <br />AALTERNATE AUGMENTATION UNIT ANCHORAGE <br />NTS <br />CONCRETE PAD <br />3 <br />8" THICK A36 PAINTED <br />STEEL PLATE <br />TOP VIEW <br />(2) 5 <br />8" DIA. A325 GALV. <br />THRU BOLTS <br />B <br />CONCRETE PAD <br />1" TYP.1" TYP. <br />NOTCH CONCRETE TO <br />ACCOMMODATE BOLT <br />HEAD <br />4.5" MIN <br />ANCHOR EDGE <br />DISTANCE <br />5/8" DIA SS HILTI KWIK <br />BOLT TZ2 INSTALLED <br />PER ESR-4266 W/ 4.5" <br />NOMINAL EMBED <br />OR <br />5/8" DIA. SS HILTI <br />HIT-HY 200 V3 <br />ADHESIVE ANCHOR <br />INSTALLED PER <br />ESR-4868 W/4.5" <br />EMBED <br />FILL W/ NON-SHRINK <br />GROUT <br />EA. <br />EA. <br />1" TYP. <br />5.5" <br />MAX <br />6" <br />SIDE OF (N) AUGMENTATION <br />UNIT <br />EDGE OF CONCRETE PAD <br />WHERE OCCURS <br />SIDE OF <br />(E) MEGAPACK <br />6" MIN <br />5/8" DIA SS HILTI KWIK BOLT TZ2 <br />INSTALLED PER ESR-4266 W/ 4.5" <br />NOMINAL EMBED OR <br />5/8" DIA. SS HILTI HIT-HY 200 V3 <br />ADHESIVE ANCHOR INSTALLED <br />PER ESR-4868 W/4.5" EMBED <br />POWER CABINET ANCHORAGE <br />NTSC <br />2.5" MIN <br />EDGE DISTANCE <br />CONCRETE <br />PAD <br />1/2" DIA SS HILTI KWIK BOLT TZ2 <br />INSTALLED PER ESR-4266 W/ 3" <br />NOMINAL EMBED OR <br />1/2" DIA. SS HILTI HIT-HY 200 V3 <br />ADHESIVE ANCHOR INSTALLED <br />PER ESR-4868 W/3" EMBED <br />(E) MEGAPACK 2, <br />TYP.(MIN. 8, MAX. 28) <br />51 <br />2" <br />4" <br />4" <br />3'-1" <br />4" <br />4" <br />6" <br />1'-7"3' <br />2' <br />(N) POWER SUPPLY CABINET <br />(N) AUGMENTATION UNIT, TYP. <br />(N) WORKING CLEARANCE <br />(N) WORKING CLEARANCE10" <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 />CA <br />L <br />P <br />I <br />N <br />E <br /> <br />I <br />I <br />13 <br />1 <br />2 <br /> <br />E <br /> <br />W <br />A <br />R <br />N <br />E <br />R <br /> <br />A <br />V <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 />STRUCTURAL <br />DETAILS <br />S-501 <br />REV: 0 PERMIT <br />VQUIRINDONGOPLOT DATE: 10/27/2023 9:37 AM <br />JB-###### <br />  <br />CA <br />L <br />P <br />I <br />N <br />E <br /> <br />- <br />- <br /> <br />P <br />H <br />A <br />S <br />E <br /> <br />2 <br />ME <br />G <br />A <br />P <br />A <br />C <br />K <br /> <br />S <br />Y <br />S <br />T <br />E <br />M <br /> <br />A <br />U <br />G <br />M <br />E <br />N <br />T <br />A <br />T <br />I <br />O <br />N <br />N <br />S <br />EWENLARGED STRUCTURAL SITE <br />1/2" = 1'-0" <br />0 1/2 1/4 <br />A & B <br />- <br />C <br />- <br />POWER SUPPLY CABINET <br />NTS <br />1312 E Warner Ave - <br />101117461 & 201815044/29/2024