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N <br />N /1 <br />v� <br />v <br />D_ <br />tD <br />0) <br />0) CRITERIA <br />I SOIL BEARING = 1000 ps/ ADJ. <br />SEISMIC ZONE 4 No -1.5 <br />QCo-0.44Na <br />U <br />Q TANK & FOOTING <br />N <br />I <br />� 3 0 <br />> <br />I <br />E <br />Q) <br />U) <br />W <br />N TOC 28. •0 <br />V) 3/4• CHAMFER <br />0 <br />L <br />D_ 2' MAX. <br />0 <br />O <br />0 <br />I <br />UNSTABLE OR <br />COMPACTED <br />T MATERIAL PER 2'-0• 2,-0" <br />GEOTECHNICAL <br />REPORT. <br />N <br />2 <br />I <br />SECTION Q TANK SLAB <br />O SCALE - 3/4• - 1'-0' <br />a� <br />O NOTES: <br />CL MIN. CONCRETE COMP STRENGTH - 2500 psi <br />d MIN. REINF. YIELD STRENGTH = 40000 psl <br />Q <br />4 D_ <br />Q <br />3 DWG NO 9900 -SLAB sH— 1 <br />REVISIONS <br />REV DESCRIPTION DATE <br />A ORIG. ISSUE 7/31/02 <br />B 03/4 WAS 11/16, 3X3 CUP WAS 2X21 10 14 04 <br />TANK, BASE & CLIPS <br />BY OTHERS <br />5/8.7(6" HILT KWIK BOLT <br />O 4' EMBEDMENT MIN. <br />(4 PLACES) (ICBG ER4627). <br />FINISH GRADE <br />• <br />CUR <br />CUR (TYP.) <br />BASE PLAN <br />SCALE - 3/4" - 1'-0" <br />(6) j4 EACH WAY TYP. <br />UNLESS OTHERWISE SPECIFIED: <br />DIMENSIONS ARE IN UNITS <br />DIMENSIONS APPLY AFTER PROCESSING <br />TOLERANCES <br />.X = t.t <br />.XX = 1.01 <br />XXX = 1.005 <br />X/X = ±1 '4 <br />ANGLES = t 1 /2' <br />SURFACE FINISH: SF <br />INTERPRET DIM AND TOL PER <br />ANSI Y14.5M - 1982 <br />REMOVE ALL BURRS AND SHARP EDGES <br />3 ' 2 <br />r <br />TYPICAL HOLD DOWN CLIP <br />SCALE - NONE <br />" JWH 7/31%02` SYSTEMS, INC. <br />'K ME, HEAM17 Hampshire Drive <br />Hudson, New Hampshire 03051 <br />RW.: DWG TITLE <br />I'MENT: CLEAN AIR TANK <br />MOUNTING SLAB DETAILS <br />ANGLE PROJECTION SIZEDWG NO. F <br />+ -�_ B 9900-9945 <br />SCALE: 314' = 1 1-0" SHEET — OF — <br />1 <br />ME <br />MAN <br />