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DW(i NO <br /> 4 3 9900—SLAB "- 1 - <br /> REVISIONS <br /> REV DESCRIPTION DATE BY I APP <br /> A ORIG. ISSUE 7/31/02 1 JWH <br /> B 03/4 WAS 11/16, 3x3 CLIP WAS 2x2 10 14 041 JWH <br /> CRITERIA '-0 11416 <br /> ch <br /> 1 16ch SOIL BEARING - 1000 ps1 ADJ. tiyp <br /> a SEISMIC ZONE 4 No-1.5 <br /> Cc-0.4414a <br /> i <br /> _ TANK & FOOTING C <br /> tp o <br /> � I <br /> j t <br /> V <br /> !ir U <br /> Q <br /> :3/4"d <br /> _._._._._ ._.28.5'0 <br /> p BASE I <br /> TANK, BASE k CLIPS L 1 4 HOLES ON <br /> j BY OTHERS32- DIA. B.C. I' 3/4'0 <br /> I x 2'0- 2-0' <br /> E <br /> TOC BASE PLAN <br /> Qy 28. 'r SCALE - 3/4' - 1'-0' <br /> T 3/4- CHAMFER 5/8.7(6` H1LTI KWIK BOLT +Sy' <br /> O 4- EMBEDMENT MIN. <br /> 2" MAX, - (4 PLACES) (ICBO ER4627). <br /> Of Z FINISH GRADE <br /> W s <br /> 3' CLR <br /> N <br /> to <br /> L UNSTABLE OR---//I TYPICAL HOLD DOWN CLIP <br /> 0_ COMPACTED 3 CUR (TYP.) SCALE - NONE <br /> MATERIAL PER <br /> ?, GEOTECHNICAL 2-0 <br /> t,. REPORT. <br /> 2 (6) #4 EACH WAY TYP. <br /> UNLESS OTHERWISE SPECIFIED: DRAWN BY: DATE: <br /> I DIMENSIONS ARE IN UNITS JWH 7/31/112 SYSTEMS, INC. <br /> SECTION 0 TANK SLAB DIMENSIONS APPLY AFTER PROCESSING H 17 Hampshire Orive <br /> TOLERADwC TITLEiLf <br /> NCES - - � � Hudson, New Hompahire 03051 <br /> d SCALE - 3/4- I'-0' .X - i.l MATERIAL: <br /> -0 XXX - t.005 rREATIAENr; CLEAN AIR TANK <br /> o ANGLES : ±11T - MOUNTING SLAB DETAILS <br /> NOTES: SF THIRD ANGLE PROJECTION <br /> CL MIN. CONCRETE COMP STRENGTH - 2500 psi SURFACE FINISH; SIZE DWG NO. R <br /> C MIN. REINF. YIELD STRENGTH - 40000 psi INTERPRET DIM AND TOL PER B 9.900-9945 B <br /> ANSI Y14.SM - 1982 <br /> REMOVE ALL BURRS AND SHARP EOCES SCALE: J14 11-0._ 7'-0. SHEET — OF — <br /> Q <br /> 4 3 2 1 <br />