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r 1 1 <br /> gNELL <br /> _ G�of use,BG <br /> A. <br /> IT <br /> G <br /> `` r° �152 ( -�m ; <br /> o , _ <br /> • <br /> L- <br /> QD c <br /> CDz <br /> CD <br /> c ma(D <br /> co <br /> ir F -= <br /> crn <br /> SIM �m� <br /> M• �.—Lp <br /> A/57,( ` • • �N 'i <br /> V <br /> t /p I 1 <br /> ,�n‘, I. ? OsI <br /> ,.. , <br /> 9 /-07' [ - w/6'5TEM WA m UJz co <br /> , . <br /> CI <br /> Sri VC-: [ Cr)- p <br /> 7 <br /> L. <br /> QCI C''I- <br /> - <br /> a <br /> 0' Mw <br /> r / w a)> <br /> U 4'SLAB ON GRADE wl ' wU w <br /> /� ,1 1 7� T��D6 CENTER OF SLAB.W.M. _ <br /> (�4Awal /"V4 1/. 2. _v PI-7(I SrM of •� SUBGRADE BY OTHERS • <br /> 1 Yf <br /> � I <br /> �6� ClusuU{iw^, sr <br /> Cti� pAkN r 1 <br /> FOUNDATION PLAN F�,S �� _--\ <br /> 0 p � )1 B <br /> NOTES.. ''4"=p-0- B I , I �', • "W I / <br /> 1.)DO NOT SCALE DRAWINGS. f } • <br /> 2.)VERIFY ALL DIMENSIONS IN FIELD. - 1 �,�' I I <br /> 3.)SLAB ON GRADE SHALL BE 4"THICK SS OTHERWISE NOTED-SLAB SHALL 9111 <br /> BE REINFORCED WITH 606 W1 4-W1 4 WIRE MESH_PREPARE SUBGRADE BY ' (^./1 l I-I 7 .. I <br /> PLACING AND COMPACTING A MINI M 4"OF CLEANED.CRUSHED ROCK AS A ` �.{1 <br /> CAPILLARY BREAK.SUBGRADE B SLAB SHALL BE UNDISTURBED NATIVE SOIL 4•SLAB ON GRADE w/ I I�Z �1/" Z <br /> OR COMPACTED FILL PER '�--- -OxW2.0 W.W.M � 'I <br /> 4.)FOOTINGS SHALL BE PLACED ON UNDISTURBED NATIVE SOIL OR STRUCTURAL b ( SUB-GRADE BY OF OTHERS• , W( ! �' h L1/l�l�(62 w <br /> FILL COMPACTED TO 95%MAXIMUM WET DENSITY PLACED IN MAX.12"LIFTS. ,- J <br /> 5.)SEE 52.1 FOR TYPICAL SPREAD FOOTING INFORMATION.AND S2.1 <br /> FOR TYPICAL CONTINUOUS FOOTING INFORMATION. I <br /> v F I 1 I O <br /> 7.1 TYPICAL EXTERIOR WALL W6.U.N.O.PER SHEAR WALL SCHEDULE ON 54.1. -1 1- J L J <br /> E 4 $ %�1 <br /> FOOTING SCHEDULE z P 3 D <br /> REINFORCEMENT 4' �__ O II O <br /> MARK SIZE (BOT.EA WAY) (TOP EA WAY) ( P-/f 7'I <br /> g F1.0 1'-0"x 1'-0"x 8" 2 04 - 4- I NIX / <br /> F1.5 1'Sx1'.6"x8" 204 - f <br /> .14111 <br /> NOTES: e, <br /> L I.)CENTER ALL FOOTINGS ON COLUMN AND WALL TYPICAL.U.N.O. <br /> 2.)AT LOCATIONS WHERE FOOTINGS ARE SHOWN SHARING A ' 23'-0• 15-0" REVISIONS: <br /> COMMON BEARING AREA.CAST MONOLITHICALLY WI INDIVIDUAL ,. <br /> REINFORCING PER SCHEDULE&OVERLAP AS REQUIRED. <br /> i - 38-0 <br /> S <br /> ce `.- 2 3' <br /> s CADD FILE: _ <br /> 20031 <br /> Ti <br /> DATE: 06-23-2020 <br /> DRAWN: P.PATEL <br /> E <br /> CHECKED: C.BURT <br /> S1 . 1 <br />