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4 3 DWO NO <br /> 9900—SLAB H— 1 <br /> REVISIONS <br /> REV DESCRIPTION DATE I BY i APP <br /> A ORIG. ISSUE 7/31/02 JWH <br /> 8 03/4 WAS 11/16, 3X3 CLIP WAS 2X2 10 14 04 JWH <br /> CRITERIA <br /> CD SOIL BEARING - 1000 psl ADJ. '-0 11/16 <br /> O SEISMIC ZONE 4 No-1.5 <br /> d Co-0.44No <br /> b <br /> TANK k FOOTING O I <br /> � I o <br /> Cn <br /> N r <br /> i <br /> 1n �! <br /> Q 3 .e -- I.-.-._.-.-.-. <br /> Q <br /> I <br /> 29.5'• <br /> O BASE <br /> N }/4'e i <br /> TANK. BASE h CLIPS 4 HOLES ON <br /> jBY OTHERS 32' DIA. B.C. I 3/4'e <br /> I r` 2'-0' I, 2'-0 <br /> Eroc 28.5'. BASE PLAN \17 } <br /> SCALE - 3/4' 1'-0' '� <br /> N 3/4' CHAMFER 5/8"X6' HILTI KW1K BOLT y <br /> O 4' EMBEDMENT MIN. <br /> 2' MAX. (4 PLACES) (ICAO ER4627). <br /> 0_' FINISH GRADE <br /> > Z <br /> Li 3 <br /> 3' CLR <br /> N <br /> L UNSTABLE OR TYPICAL HOLD DOWN CLIP <br /> d COMPACTED 3' CLR (TYP,) <br /> MATERIAL PER <br /> SCALE - NONE <br /> T GEOTECHNICAL 2-0� 2-0' <br /> p REPORT. <br /> Q) <br /> _ (6) /4 EACH WAY TYP. <br /> UNLESS OTHERWISE SPECIFIED: DRAWN BY: DATE: SYSTEMS, INC. <br /> I DIMENSIONS ARE IN UNITS JWH 7/31/02 <br /> SECTION Q TANK SLAB DIMENSIONS APPLY AFTER PROCESSINGH K A ' ��LY 17 Hampshire Orive <br /> :2 TOLERANCES - - Hudsan, Now Hampshire 03051 <br /> O SCALE - 3/4' - 1'-0- <br /> X - t.l MATERIAL: DWG TITLE <br /> _0 XX : t.005 TREATMENT: CLEAN AIR TANK <br /> o ANGLES : ±1/2- - MOUNTING SLAB DETAILS <br /> P NOTES: SF THIRD ANGLE PROJECTION <br /> SURFACE FINISH: <br /> Cl MIN. CONCRETE COMP STRENGTH - 2500 psi 512E DWG N0, q <br /> d MIN. REINF. YIELD STRENGTH - 40000 psi INTERPRET DIM AND TOL, PER g 9900-9945 g <br /> Q ANSI Y14.5M - 1992 <br /> REMOVE ALL BURRS AND SHARP EDGES SCALE: 3/4' - 1'-0' SHEET — Of — <br /> Q <br /> 4 3 2 1 <br />