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C'4 <br />4 <br />DWG NO <br />3 9900-SLAB <br />SR- <br />1 <br />C" <br />REVISIONS <br />REV <br />DESCRIPTION DATE BY APP <br />A ORIG. ISSUE 7/31/02 JWH <br />B 03/4 WAS 11/16.-3X3 CUP WAS 2X2 10 14 04 JWH <br />(D <br />4'-0" <br />0) <br />01 <br />CRITERIA <br />'-0 11/16" <br />I <br />SOIL BEARING - <br />1000 psf ADJ. <br />SEISMIC ZONE 4 <br />Na=1.5 <br />in <br />Ca-0.44Na <br />io <br />Q <br />U <br />TANK k FOOTING <br />I <br />Q <br />o <br />r <br />u; <br />r[ <br />N <br />LJ <br />By <br />N <br />> <br />I <br />E <br />28.5"0 <br />N <br />BASE <br />a <br />((n <br />3/4.0 <br />K. BASE & CUPS 4 HOLES ON <br />3/4.0 <br />[n <br />Z <br />BY ERS 32" DIA. B.C. <br />Of <br />W <br />2'-0 2'-0 <br />1• <br />TOC <br />28. "0 <br />PLAN <br />BALE <br />' <br />may/ <br />- /O <br />N <br />O <br />3/4" CHAMFER <br />5/8"X6" HILTI KWIK BOLT <br />O 4" EMBEDMENT MIN. <br />..r <br />O_ <br />2" MAX. <br />(4 PLACES) (ICSO ER4627). <br />FINISH CRAOE <br />0 <br />O <br />z <br />O <br />O_ <br />I <br />" CUR <br />L <br />N <br />TYPICAL HOLD DOWN CLIP <br />v <br />jCOMPACTEDCUR <br />uNsrAeLE aR <br />(�•)SCALE <br />- NONE <br />MATERIAL PER <br />2'-0" Y-0�73- <br />A <br />T <br />GEOTECHNICAL <br />0 <br />REPORT. <br />N <br />(6) 04 EACH WAY TYP. <br />OTHERWISE SPECIFIED: DRAWN BJ'. <br />UNLESSOTHERWISE <br />7/31/02 <br />SYSTEMS INC. <br />D ARE IN UNITS <br />s <br />SECTION @ TANK SLAB <br />DIMENSIONS APPLY AFTER PROCESSING <br />TOLERANCES - <br />- <br />17 Hampshire Drive <br />Q Hudson, New Hampshire 03051 <br />O <br />SCALE - 3/4" = 1'-0" <br />.X f.1 MATERIAL: <br />OWG TITLE <br />- <br />:XXX = *.005 <br />CLEAN AIR TANK <br />TREATMENT: <br />= ±1/T - <br />MOUNTING SLAB DETAILS <br />ANGLES <br />O <br />NOTES: <br />SFT THIRD ANGLE PROJECTION <br />SURFACE FINISH: V <br />SIZE DWG NO. REV <br />CIL <br />MIN. CONCRETE COMP STRENGTH 2500 psi <br />MIN. REINF. YIELD STRENGTH 40000 <br />INTERPRET DIM AND TOL PER <br />9900-9945 B <br />- psi <br />+ <br />ANSI Y14.5M - 1982 - <br />Qa <br />REMOVE ALL BURRS AND SHARP EDGES <br />SCALE: 3/4" = 1'-0" ISHEET — OF — <br />4 <br />3 2 <br />1 <br />