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DRW No-9900-9945 <br /> CAS ATsm k FWTMG <br /> ,'ter <br /> -O n <br /> m <br /> 11)'3)- <br /> By BASE k QIP$ <br /> FOF CALI���� <br /> BY OTHERS <br /> 76 5' <br /> RASE <br /> 4 HOLES <br /> 4 HO ES p <br /> ]I'DW D.C. <br /> TOC !/1•P <br /> 3/4'CHAMEEII <br /> D/D'MR'IKP kTDI(DOLT R SiARREyS S1ER <br /> 9-MAx I Q..ERRmucxT Nr (.-PULxs)_ ASE <br /> (NEEt3 Kx-ES ACC2T T( CRITERIA PER ESR-1917 REPORT). m SCAR <br /> FwsN -0- <br /> ORAIX <br /> W21 <br /> CLR QTWIERE ICC-ES ACCEPTANCE CRITERIA IS NOT RFIXARED, <br /> 5/E'A 6'HILTI K11TK BOLT 3 O 1'EMBEDMENT MIN. <br /> CAN BE USED(PER ESR-1395 REPORT, ISSUED 09/01/04), <br /> COMPACTED OR <br /> MATERIAL PER OLA(111'•) <br /> GEOTECHNICAL <br /> REPORT. <br /> 04 EACH WY TW.•D-O.C. TYPICAL HOLD DOWN CLIP <br /> SCALE-NONE <br /> SECTION ® CABS SLAB <br /> SCALE-].•_I <br /> CRITERIA 7 Am as N6MO6.PIEWD 001111 LIST - 3 102 <br /> SOIL BEARING 1000 psE 6 I0-TE S WAS M 191-1017 05 M-tin AM NOW I 6 2/21/07 <br /> BASIC WAND SPEED 1OOrnph - <br /> sElsulc s,>2q wv DESCRIPTION ECN NO BY DAIS <br /> �=19 m.m«IP.il-a.d-W 1. TERAS <br /> MNJ. CONCRETE COMP STRENGTH, 1,> 2500 psi w*, ry�4hu a n.,4n Franklin Fueling MIN. REINF. YIELD STRENGTH. f, 40000 psi rwtq �'M"M.W. tl'I' ti Syltems <br /> k'^'s'/na Nu Hbinatial 0lrlwa <br /> 64—^a7 a PRx4NuoW a DO NOT SCME WAWG .XI( 3.02 7111E 0^ •"ns <br /> W .4�.ass, <br /> CLEAN AIR SEPARATOR MOUNTING SLAB DETAILS <br /> RR.a>awe..e b aa.R S..,7 STANDARD MfCN 1a.FRNILfS .100( 3.005 <br /> IRAW <br /> 4 7 (IRWESS OTI muz gfo m) <br /> Evac s trq err.Nx AN41lM 3 1/2' <br /> °'"A '° Wi^ S EOAL GIST. JWH 07ORW MD: <br /> 31/02 9�F11L <br /> scxE ,/8 �45 <br /> OF 1 <br />