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PLA\ ( Y\OTS <br /> •• 0 ' ....1 1. (E) COLUMN TO BE REMOVED. F§a <br /> 2. HATCH REPRESENTS PORTION OF (E)- FOOTING TO BE a <br /> REMOVED. a- <br /> 3. (N)- HSS 4x4x3/16 COLUMN. di z W <br /> 7 4. (N)- HSS 4x3x1/4 COLUMN. a <br /> Io <br /> / 1 <br /> / 5. (E)- FOOTING, ABANDON IN PLACE. <br /> W <br /> / <br /> 6. (N)- 2'8" SQUARE x 12" THICK CONCRETE FOOTING. REINF w/ co <br /> (3)-#4 BOT EA WAY. CENTER ON NEW COLUMN OR PIER. <br /> / <br /> / ; 7. <br /> (N)- 3'-8" SQUARE x 12" THICK CONCRETE FOOTING. REINF w/ <br /> / <br /> (4)-#5 BOT EA WAY. CENTER ON NEW COLUMN. iii N <br /> / <br /> / ( 8. (E)- FOOTINGS TO REMAIN. <br /> / <br /> 9. CE)- CMU WALLbah (, a E <br /> _ _ — — _ _____,(q),_____ _ ____ — — — 10. (E)- STEEL STAIR TO BE REMOVED. Y <br /> ---- — <br /> / 1 0 <br /> 11. (N) C5x6.7 COLUMN, ATTACH TO (E) CMU WALL. U : <br /> _/////////// �/ / 12. (N)- 8" THICK CMU WALL. SEE 2/95. Z ? a <br /> 13. (N)- THICKEND SLAB EDGE, SEE ARCH DWGS. <br /> j dr14, (N)- STEM WALL AND FTG FOR STOREFRONT. SEE ARCH DWGS. Cf3 W <br /> / 00 rn <br /> N U <br /> / 0 ' <br /> O <br /> / M▪ O <br /> w Z , <br /> Ili a <br /> ; a ,_. . , 6 N <br /> 6. <br /> • T <br /> / I . � <br /> w <br /> / <br /> o § ot. <br /> / I I v <br /> / { I0 ,II <br /> '' ott.1 KOs, ' <br /> WAS <br /> 1 4. r - <br /> 4, <br /> 4 ae <br /> ` 44 44 <br /> . 20744 ,* <br /> ONAL E <br /> 0 <br /> Ark r <br /> ® - — — — _ <br /> w� <br /> o I. t ' <br /> 1- 4 z <br /> 0 <br /> ra -,-;,-1`.0 <br /> j - 0 <br /> I ' 0 I <br /> N <br /> ,-1,1 <br /> d- , o w <br /> 0 0 <br /> gt 0 LU <br /> CC <br /> 4110 IIC > <br /> a <br /> 0 ; alCI w <br /> ,''Ir lir,." 0 : criTiv Arsil 0 <br /> f iill - W <br /> I ac <br /> _r______ I = I — <br /> I I I _� L1 Z Q <br /> 'moi <br /> cs. <br /> --]..- <br /> Mi! 0 o LU <br /> 0 0LU <br /> ® CC <br /> CC C, <br /> ac <br /> rirt)N 1 0 1 0 W <br /> 1 0 <br /> 3 � W <br /> - dI — — N <br /> 411) .....40 <br /> 4.-- -) <br /> W <br /> 5 5 <br /> 1-----I 0 ' <br /> I ( <br /> 0 0 I - -- 1z <br /> allc <br /> 0 A► 12 G \ERAL COTES ..JCL <br /> ! <br /> a <br /> - A. SEE ARCHITECTURAL DRAWINGS FOR ALL DIM <br /> / `k — ENSIGNS 0 <br /> / / / „ ) /� / //�////////// /� //, ;� // �` AND ELEVATIONS NOT SHOWN ON THESE PLANS, VERIFY '�' <br /> // /1 lel ALL DIMENSIONS AND ELEVATIONS SHOWN ON THESE J <br /> 1 PLANS WITH THE ARCHITECTURAL DRAWINGS, <br /> , 0 <br /> 2 <br /> W <br /> CI0 <br /> H <br /> CI <br /> Z <br /> FOUNDATION DEMOLITION PLAN 2 <br /> SCALE 1/4" ^ 1'-0" SHEET: <br /> S2 <br /> K-10-033 <br /> 6816 Evergreen Way B1106-019 <br />