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DWG <br /> 4 3 NO <br /> 9900-SLAB 77- <br /> REVISIONS <br /> REV DESCRIPTION DATE BY APP <br /> A ORIG. ISSUE 7/31/02 JWH <br /> B 03/4 WAS 11/16, 3X3 CLIP WAS 2X2 10 14 04 JWH <br /> CRITERIA '-0 11416 <br /> SOIL BEARING - 1000 psl ADJ. <br /> a' SEISMIC ZONE 4 No-1.5 <br /> CL Co•D.44No <br /> - I <br /> TANK h FOOTING o <br /> I <br /> VJ I o <br /> � I I <br /> N E <br /> I <br /> 3 '• O ,/ <br /> U <br /> Q I <br /> I <br /> i 28.5"r �i <br /> O BASE <br /> N <br /> TANK, BASE k CLIPS 4/HOLES ON <br /> jBY OTHERS 32' DIA. B.C. 3/4"r <br /> T` 2-0 2'-0' L <br /> i <br /> 1= <br /> TOC 26. • <br /> BASE PLAN `1 j <br /> SCALE - 3/4' 1'-0" `'C <br /> N 3/4" CHAMFER 5/B"X6" HILTI KWAK BOLT y <br /> T O 4" EMBEDMENT MIN. <br /> (n <br /> 2' MAX..---I-, PLACES) (ICBG ER4627). Ilr <br /> Of FINISH GRADE <br /> L.I 3 <br /> 3' CUR <br /> N <br /> to <br /> r UNSTABLE OR TYPICAL HOLD DOWN CLIP <br /> (L COMPACTED 3" CUR (TYP,) <br /> MATERIAL PER SCALE w NONE <br /> T GEOTECHNICAL 2-0' 2'-0' <br /> 0 REPORT. /1 <br /> N <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 /> DIMENSIONS <br /> SECTION TANK SLAB APPLY AFTER PROCESSING "HK A 17 Hompshire Drive <br /> TOLERANCES - - Hudson, New Hompshire 03051 <br /> U SCALE - 3/4' . V-O" ,x t.l MATERIAL: <br /> OWG TITLE <br /> XXX = t.005 TREATMENT: CLEAN AIR TANK <br /> Q) ANGLES : ±1/2* - MOUNTING SLAB DETAILS <br /> NOTES: SF THIRD ANGLE PROJECTION <br /> SURFACE FINISH: <br /> a MIN. CONCRETE COMP STRENGTH . 2500 Dai SIZE DwC N0. REV <br /> Q MIN. REINF. HELD STRENGTH 40000 psi INTERPRET DIM AND TOL PER g 9 9 0 0-9 9 4 5 B <br /> ANSI r14.5u - 1962 <br /> REMOVE ALL BURRS AND SHARP EDGES SCALE: 3/4' = 1"-0- SHEET — OF — <br /> 4 3 2 <br />