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4 3 9900-SLAB - <br /> REVISIONS <br /> REV DESCRIPTION DATE BY APP <br /> A ORIC. ISSUE 1 7/31/02 1 <br /> B 03/4 WAS 11/16. 3X3 CW WAS 2X21 10 14 04 3WII <br /> 4'-0' <br /> CRITERIA <br /> SOIL BEARING - 1000 p.1 AD.L <br /> SEISMIC ZONE 4 N11.5 <br /> CwO.4 <br /> TANK ! FOOTING <br /> 1 p <br /> - B <br /> 26.5•. <br /> BASE b <br /> 3/4". <br /> TAN(. BAY ! CUPS 4 NOTES ON 3/4' <br /> BY OVERS 3Y DIA. &F <br /> 00 3 <br /> TOC 26 .E BASE PLAN <br /> SCALE- 3/4' - 1'-0' <br /> ]/4' CHAMFER 5/6'•X6' WTI KM( BOLT v <br /> O 4- EMBEDMENT Mw. 3/III <br /> (4 PLACES) (100 ER4627), <br /> 2, _ <br /> FN91 CRAM <br /> z <br /> s <br /> CUR <br /> INSTABLE OR TYPICAL HOLD DOWN CLIP <br /> �AYPA LED 3- CUR (TIP) SALE - NOW <br /> NA GEOUTECHNICAL <br /> PER 2'-0' Z'-D' A <br /> REPORT. <br /> (6) 04 EACH WAY TYP. <br /> UNLESS IMS ME <br /> SPECIFIED: °RNiN �IWN 7/31 02 ` ® SYSTEMS, INC. <br /> DI ENSICNIS ARE W UNITS <br /> O6ENSIOILS APPLY ANCE PROCESSING 17 Iy. N- Drive <br /> SECTION ® TANK SLAB TLN��`�FC - Ham'°"• N" 03O51 <br /> SCALE - 3/4' - 1'-0- .X - 3.1 W OW TITLE <br /> - 3.0' - CLEAN AIR TANK <br /> %� : fi//664 TRFATLOIf: <br /> 'aa - t1/z _ MOUNTING SLAB DETAILS <br /> NOTES SURFACE FINISH: Y TNRD ANGLE PROJECTION SIZE ONG NO. REV <br /> MIN. CONCRETE COMP STRENGTH - 2500 pNB 9900-9945 B <br /> NMN. REINF. YIELD STRENGTH - 40000 PN INTERPRET OY ANo TOL PEt 4 <br /> ANI Y14 1962 - _ <br /> REMOVE ALL BlRRS AND SINRP EDGES SLUE: 3/4• 1'-0' SHEEP OF _ <br /> 4 3 2 <br />