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EXISTING COLUMN FOOTINGS <br />TO REMAIN <br />EXISTING COLUMNS <br />TO REMAIN <br />71EXISTING CONSTRUCTION & <br />_ FINISHES TO REMAIN - FIELD <br />VERIFY CONFIGURATION <br />12" DIA. CORAL STONE HALF ROUND <br />TUSCAN COLUMN COVER OVER REMOVED <br />CONSTRUCTION. ANCHOR TO EXISTING <br />CONSTRUCTION PER MM RECOMMENDATIONS <br />NEW HSS 4" X 4" X 1/4" COLUMNS TYP. FOR (4) <br />LOCATIONS ON BASE PL. 3/4" X 10" X 10" w/ <br />(4) 5/8" EXPANSION ANCHORS INTO EXIST <br />FOOTINGS. <br />SCALE: 1/4" _ 1'-0" <br />2x6 WOOD NAILER PLATE <br />CONTINUOUS <br />CARPET TO MATCH EXISTING ON <br />GYPSUM UNDERLAYMENT OVER <br />3/4" T&G OSB SUBFLOOR GLUED <br />& SCREWED TO 2 x 10 JOISTS @ <br />16" O.C. <br />SIMPSON BA210 TOP FLANGE <br />JOIST HANGERS TYP. <br />5/8" TYPE X GYP. BD. ON RESILIENT <br />FURRING CHANNELS 0 16" O.C. <br />WOOD CROWN MOLDING w/ 3/4" <br />WOOD TRIM <br />W16x31 BEAM BEYOND <br />SEE FRAMING PLAN 4/A300 <br />5/8" TYPE X GYP. BD. PAINT TO MATCH <br />DQSTING ADJACENT FINISH <br />12" DTA. CORAL STONE HALF ROUND <br />TUSCAN COLUMN BEYOND <br />E COVER DETAIL <br />12" DIA. CORAL STONE HALF ROUND <br />TUSCAN COLUMN COVER OVER REMOVED <br />CONSTRUCTION. ANCHOR TO EXISTING <br />CONSTRUCTION PER MFR. RECOMMENDATIONS <br />NEW HSS 4" X 4" X 1/4" COLUMNS <br />TYP. FOR (4) LOCATIONS <br />CUT & REMOVE EXISTING WALL <br />CONSTRUCTION FOR INSTALLATION <br />OF COLUMNS. LIMIT DEMOLITION <br />TO NOT EXCEED WIDTH OF <br />COLUMN COVERS <br />I <br />EXIS�1'II�TG end FLOOR PLAN <br />5 WAIB! i L we •A <br />ATRIUM CLOSURE DETAIL <br />EXISTING CONSTRUCTION TO <br />REMAIN <br />CARPET TO MATCH EXISTING ON <br />GYPSUM UNDERLAYMENT OVER <br />3/4" T&G OSB SUBFLOOR GLUED <br />& SCREWED TO 2 x 10 JOISTS 0 <br />16" O.C. <br />SIMPSON BA210 TOP FLANGE <br />JOIST HANGERS TYP. <br />5/8" TYPE X GYP. BD. ON RESILIENT <br />FURRING CHANNELS @ 16" O.C. <br />WOOD CROWN MOLDING w/ 3/4" <br />WOOD TRIM <br />W16x31 BEAM BEYOND <br />SEE FRAMING PLAN 4/A300 <br />5/8" TYPE X GYP. BD. ALIGN w/ FACE <br />OF EXISTING. PAINT TO MATCH <br />EXISTING AD3/4CEN'T FINISH <br />12" DL4. CORAL STONE HALF ROUND <br />TUSCAN COLUMN BEYOND <br />r-- <br />3 <br />2 <br />17 <br />NEW 4" X 4" x 1/4" COLUMNS <br />TYP. ts <br />(4) LOCATIONS <br />r— 2 x 10 JOISTS gh 16" O.C. TYP. <br />EXISTING FRAMING TO <br />REMAIN FIELD VERIFY <br />-�� W16x31 TYP. FOR (2) <br />PROVIDE 3/4" CAP PLATE w/ <br />(4) 5/8" DIA. BOLTS 0 EACH <br />OF (4) COLUMNSEninq <br />rd FIAOR ING PLAN <br />io�-0" <br />2 x 10 JOISTS 0 16" O.C. TYP. <br />5/8" TYPE X GYP. BD. ON <br />RESILIENT FURRING <br />CHANNELS 0 16" O.C. <br />WOOD CROWN MOLDING <br />w/ 3/4" WOOD TRIM TO <br />MATCH EXISTING <br />ENGINEERED WOOD BEAM <br />TYP. FOR (2) <br />2rd FLOOR REFLECTED CEILING PLAT <br />Ft)USE <br />ARCHITECTURE <br />ORS, P.C. <br />3201 S. Cherokee Lane Suite 340 <br />WootJSboCk, Georgia 30188 <br />vane 678-391-5365 <br />Fax 678-391-5362 <br />erriaiT: rchibecbure.aom <br />© Copyright 2011 Fouse Ar+rfrt6acture & In6erlor4 P.G <br />CIVIL ENGINEER: <br />STRUCTURAL ENGINEER: <br />MtVdph Mangum Errpirreerinp Inc <br />340 N Interstate Par", Sulbe 360 <br />atlarde, GA 30339 <br />Contact: Chad McDonald, RE <br />678.213.1616 <br />MEP ENGINEER: <br />Mci/dgh Mangum Erglnamob g Inc <br />340 N InterstaAe Parlaray, Suke 360 <br />Atlanta, GJ130339 <br />Corded: Tony G. Fesrrarrde, P.E. <br />678.213.1616 <br />Job Title: <br />r� Q <br />Z a �o <br />�a <br />�W <br />PPO qN <br />SFreet IrtormaUon: <br />Job Number 11002 <br />Origins! Issue Date 07-24-2012 <br />issue Dafes: <br />No. ISSUE DATE <br />01 PERMIT/CONSTRUCTION 07-24.2012 <br />ATRPM <br />FOR CONSTRUCTION duly 20, 2012 <br />