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' 4 I <br />3 <br />. 1 11 •11V1III�l I ._ 91 I <br />2 <br />t m <br />Ill <br />¢I <br />-— - - <br />jI <br />- I Jul <br />L i I II <br />Al <br />ICI I <br />I II <br />SAW -CUTTING DEMOLITION PLAN <br />1 /4" = 1'-0" <br />NEW CONCRETE SLAB THICKNESS TO <br />MATCH EXISTING (MIN 3500 PSI) ON <br />GRADE TO ALIGN WITH EXISTING. <br />FINISH TO MATCH EXISTING. <br />MIN 10 MIL VAPOR <br />BARRIER TO MATCH <br />EXISTING, IF EXISTING <br />OS DAMAGED <br />� _ I <br />III, <br />A102A102 <br />I I <br />I , <br />I <br />I 8' 5" <br />PROVIDE CONTINUOUS SEPARATED <br />CHEMICAL PEST BARRIER AT ALL <br />DISTURBED AND EXPOSED SOIL PRIOR TO <br />COVERING WITH CONCRETE AND ABC FILL <br />EXISTING CONCRETE <br />SLAB ON GRADE — <br />1I � <br />COMPACTED FILL AS <br />REQUIRED. PROVIDE <br />COMPACTION TO 95% <br />MODIFIED PROCTOR <br />#3 REBAR CONT. (TYP) AT ALL INTERSECTIONS <br />AND LAPS REBAR SHALL BE TIED WITH 16 GA. <br />REBAR TIE WIRE. TAPE IS NOT ACCEPTABLE. — <br />#3 REBAR (TYP) EPDXY <br />COATED WITH HILTI <br />HIT-HY 200. INSTALL PER <br />ICC-ES-3187 <br />EXISTING SLAB <br />ON GRADE AS <br />OCCURS <br />PROVIDE CONTINUOUS <br />SEPARATED CHEMICAL <br />PEST BARRIER @ ALL <br />DISTURBED AND <br />EXPOSED SOIL PRIOR <br />TO COVERING WITH <br />CONCRETE AND ABC <br />FILL <br />SAW CUT AND REMOVE EXISTING <br />SLAB FOR TRENCH AS REQUIRED <br />NEW 3,500 PSI CONCRETE SLAB ON <br />GRADE TO MATCH DEPTH OF EXIST., <br />WITH #3 BARS AT 16" O.C. EACH WAY <br />AT MIDDLE DEPTH OF SLAB, DRILL AND <br />EPDXY 6" INTO EXIST. SLAB. <br />VAPOR BARRIER TO <br />MATCH EXISTING <br />G.C. SHALL KEEP TRNCHING TO <br />A MINIMUM TO PROVIDE STUB -UPS <br />FOR ALL FIXTURES. <br />36" MAXIMUM <br />w 41 SLAB DOWELING AT TRENCH <br />LOCATE CONDUIT <br />ABOVE VAPOR BARRIER <br />COMPACTED FILL <br />AS REQUIRED <br />Mobl"lv <br />12920 SE 38th STREET <br />BELLEVUE, WA 98006 <br />www.T-Mobile.com <br />COPYRIGHT NOTICE: <br />THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO <br />COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SEC. 102 OF <br />THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED JANUARY 2003, THE PROTECTION <br />INCLUDES, WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND <br />COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH <br />PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND SPECIFICATIONS <br />MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND/OR <br />MONETARY LIABILITY. <br />ARCHITECT <br />rmUzioN <br />9096 EAST BAHIA DRIVE <br />SUITE 103 <br />SCOTTSDALE, AZ 85260 <br />DESIGN@FUZIONVE.COM <br />VWWV.FUZIONVE.COM <br />VENDOR PROJECT NO: 21.11.212680 <br />100 4 <br />•� <br />'srFRED <br />02/10/2022 <br />CONSULTING ENGINEER: <br />N <br />W <br />a <br />Z � M <br />W <br />C� � J <br />J = LL <br />V I J <br />— IM J <br />0 _ <br />W J = <br />00 <br />CL <br />� N W <br />mt� N <br />J <br />J <br />a <br />c� <br />DATE: February 5, 2022 <br />SCALE: AS NOTED <br />DRAWN BY: LEO V. <br />SAP NUMBER: <br />4SIR <br />CORPORATE TENANT REBUILD <br />LDC <br />SHEET TITLE: <br />SAW -CUTTING DEMO PLAN <br />SHEET NUMBER: <br />An l SLAB INFILL AT SUPPLY/WASTE <br />/1L 1 3"=l'-0" <br />Jm% 1 1 3"=1'-0" <br />4 I 3 I 2 I 1 <br />