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CEILING <br />SUSPENDED <br />ACOUSTICAL <br />CEILING SYSTEM <br />(4) 010 TEK SCREWS AT <br />EACH CONNECTION <br />CEILING DETAIL <br />SCALE: 1 1/2" = 1'-0" <br />101CEILING DETAIL <br />SCALE: 1 1/2" = 1'-0" <br />3 5/8" 25 GA. (MIN.) <br />METAL STUD FRAMING <br />AT 16" O.C. SECURE TO <br />STRUCTURE ABOVE. - <br />LIGHT FIXTURE. SEE <br />ELECTRICAL-7 <br />EQ <br />3 5/6" 25 GA. (MIN.) <br />METAL STUD FRAMING <br />AT 16" O.C. SECURE TO <br />STRUCTURE ABOVE. - <br />LIGHT FIXTURE. SEE <br />ELECTRICAL <br />-- <br />I <br />VARIES <br />SEE PLAN <br />�_I/2" G.W.B. <br />�r <br />CEILING <br />SUSPENDED <br />ACOUSTICAL CEILING <br />SYSTEM <br />(4) 010 TEK SCREWS AT <br />EACH CONNECTION <br />Z 2 x 2 x20GACLIP AT <br />EACH OUTER COMER <br />CEILING <br />LAY -IN <br />ACOUSTICAL <br />TILE CEILING <br />CEILING <br />(4) *10 TEK SCREWS AT <br />• • EACH CONNECTION <br />• • VARIES (SEE PLAN) <br />CEILING <br />EQ Z 2 x 2 x 20 GA CLIP AT <br />EACH OUTER CORNER <br />1/2" G.W.B. <br />SUSPENDED ACO <br />CEILING SYSTEM <br />CEILING <br />KEYED NOTES �f=Lr=CTED CE IL INN LEGEND <br />OOUTLINE OF WALL MOUNTED UPPER CABINETS - SEE INTERIOR <br />ELEVATIONS 2' x 2' SUSPENDED CEILING GRID SYSTEM WITH 2' x 2' <br />USTICAL <br />3 5/8" 25 GA. (MIN.) METAL <br />STUD FRAMING AT Iro" O.C. <br />SECURE TO STRUCTURE <br />ABOVE. <br />LAY -IN ACOUSTICAL CEILING TILES <br />O2 C.W.B. WRAPPED HEADER / SOFFIT - SEE CEILING DETAILS <br />OCEILING MOUNTED FLAT PANEL T.V. - SEE ELECTRICAL DRAWINGS. <br />CORROINATE EXACT LOCATION WITH TENANT. G.W.B CEILING (SMOOTH FINISH) <br />CEILING <br />� 2' x 4' FLUORESCENT LIGHT FIXTURE LAY IN AT <br />SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL <br />WAITING I� FOR MORE INFORMATION <br />2 x 2 x 20 GA 2' x 4' FLUORESCENT EMERGENCY LIGHT FIXTURE, LAY IN <br />(4) 010 TEK SCREWS AT • • • • CLIP AT EACH AT SUSPENDED CEILING GRID SYSTEM - SEE <br />EACH CONNECTION OUTER CORNER <br />� � • • _ __ ELECTRICAL FOR MORE INFORMATION <br />LIGHT FIXTURE. SEE l'-6" <br />ELECTRICAL CEILING G=NrI`'�L NOTES �� 2' x 2' FLUORESCENT LIGHT FIXTURE, LAY IN E <br />SUSPENDED CEILING GRID SYSTEM -SEE ELECTRICAL <br />• • • 1/2" GYPSUM FOR MORE INFORMATION <br />- WALLBOARD (4) CIO TEK SCREWS <br />• '• • • AT EACH CONNECTION 2' x 2' FLUORESCENT EMERGENCY LIGHT FIXTURE, LAY IN <br />I. ALL CEILING HEIGHTS TO BE V-0 UNLESS OTHERWISE NOTED AT SUSPENDED CEILING GRID SYSTEM - SEE <br />ELECTRICAL FOR MORE INFORMATION <br />CEILING 2. GENERAL CONTRACTOR SHALL PROVIDE ALL GYP. BD. FURRDOWNS / <br />RECEPTION BULKHEADS AS REQUIRED. ��� I' x 4' FLUORESCENT FIXTURE WITH WRAP AROUND <br />�--J LENS, SURFACE MOUNTED - SEE ELECTRICAL FOR MORE <br />RECESS TRACK LEADING d 3. G.C. RESPONSIBLE FOR PROVIDING LIGHTING VENDOR COUNTS BY INFORMATION <br />EDGE OF TRACK TO ALIGN TYPE REQUIRED TO PERFORM ALL WORK ACCORDING TO PLANS. <br />WITH LEADING EDGE OF RECESSED CAN DOWN LIGHT FIXTURE - SEE <br />G.W.B. 4. ALL METAL FRAMING FOR GYPSUM WALLBOARD CEILING SHALL BE 25 0 ELECTRICAL FOR MORE INFORMATION <br />OICEILINCH DETAIL <br />SCALE: 1 1/2" = 1'-O" <br />LAY -IN <br />ACOUSTICAL <br />TILE CEILING <br />OIL <br />� pp <br />L� <br />CEILING <br />1/2" GYPSUM <br />WALLBOARD 4 5/8" <br />OCEILING DETAIL <br />SCALE: 1 1/2" 1'-0" <br />GAUGE - 3 5/8 INCH WITH MINIMUM 3" 10 SHEET METAL SCREWS PER <br />VARIES CONNECTION. ® EXHAUST FAN - SEE MECHANICAL FOR MORE <br />SEE PLAN INFORMATION <br />5. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY <br />DISCREPANCIES PRIOR TO COMMENCING WITH ANY WORK ®I MECHANICAL SUPPLY REGISTER - SEE MECHANICAL <br />FOR MORE INFORMATION <br />ro. SEE ELECTRICAL DRAWINGS, FOR ALL LIGHT FIXTURES SPECIFICATIONS. <br />'1. MTL. STUDS SHALL BE CONNECTED TO STRUCTURAL STL. W/ (3) 0.145"0 MECHANICAL RETURN REGISTER - SEE MECHANICAL <br />RAMSET POWDER DRIVEN FASTENERS. 101 FOR MORE INFORMATION <br />6. MTL. STUDS/CLIP ANGLE SHALL BE CONNECTED TO MTL. STUDS w/ MIN <br />(4) 012-14 TEK SCREWS. <br />3 5/8" 25 GA. IMINJ 9. CONTINUOUS TRACK SHALL BE CONNECTED TO STRUCTURAL STL. w/ (2) <br />SUSPENDED METAL STUD FRAMING 0,145",p RAMSET POWDER DRIVEN FASTENERS AT 16" O.C. <br />ACOUSTICAL AT 16" O.G. SECURE TO <br />CEILING SYSTEM 10. CONTINUOUS TRACK/STUDS/CLIP ANGLES SHALL BE CONNECTED TO <br />STRUCTURE ABOVE. CONC./CMU w/ (2) 1/4"0 x 1 1/4" TAPCON FASTENERS AT 24" O.C. <br />3 5/6" 25 GA. (MIN.) <br />METAL STUD FRAMING `r <br />AT 16" O.C. SECURE TO 8'-0" II, CONNECT SHEATHING TO MTL. STUDS w/ 012-I4 TEK SCREWS AT 6" O.C. <br />STRUCTURE ABOVE. CEILING L� CEILING 12. CONTINUOUS TRACK SHALL BE CONNECTED TO ROOF DECK w/ (2) 010 <br />TEK SCREWS AT 24" O.C. <br />LAY -IN 1/2" G.W.B. SUSPENDED <br />ACOUSTICAL ACOUSTICAL 13. AS REQUIRED, THE CONTRACTOR SHALL PROVIDE CLIP ANGLES FOR <br />TILE CEILING CEILING SYSTEM ALL METAL STUDS SO PROPER ALIGNMENT CAN BE ATTAINED. CLIP <br />ANGLES SHALL MATCH OR EXCEED THE STUD GAGE. <br />-0 SEE WOOD CASED 14. SEE FIRE PROTECTION PLAN FOR ALL FIRE SPRINKLER HEAD <br />HEADER I- - - - J OPENING DETAIL LOCATION. <br />SHEET C/Alb. SEE 15. SEE MECHANICAL DRAWINGS FOR ALL SUPPLIES AND RETURNS <br />VARIES PLAN FOR LOCATIONS r <br />16. 0 SEE IDI SHEET FOR FINISH SCHEDULES. <br />OCEILING DETAIL <br />SCALE: 1 1/2" = 1'-0" <br />IM EFG"ua Mogan 11152 ON MIM I <br />MR, <br />ON 0 <br />M_ <br />NE FF, 510 0 0 ON <br />MEN no 0 MEN ELWWjmm On <br />F-9 IT I ITT <br />0 <br />In 1 <br />11, ED <br />MEN 0 0 no EMENE MUME! <br />114 <br />ON <br />immm L <br />ME <br />MIN <br />now NEEF6 0 <br />�:�—,_,._.art101mw <br />ONION <br />toll <br />1110W <br />09 2m <br />IMN <br />o ° � <br />O s <br />NEESE <br />NONNI <br />A 11 <br />I sREM <br />PI <br />139 <br />MOW, <br />t=1 <br />1 MEN <br />al I <br />IEEE 0 EMEN 0 <br />1 <br />Iowa <br />1 ME [0311 <br />6800 <br />ENEVANEM11 <br />%.�■O�rloommi <br />o <br />MENEM■ o =• <br />P■■ <br />INN <br />El a P1 a P3 0 <br />UJAIF7 1 T +� <br />0 i�FLECTED CEILING �'l..AN <br />SAS <br />+ <br />0 <br />ONE <br />REVISIONS BY <br />'—� E <br />v <br />y <br />r � U <br />L 00 = <br />u c C <br />� va <br />rs �: <br />Q a <br />v <br />u o E u <br />�x 4 <br />E li7 u <br />icn <br />N Cl <br />�� • 00 U . � :'J <br />Q <br />it ¢ E - <br />Q <br />N 3 <br />E ti <br />O N <br />i N <br />M <br />ti <br />✓ ti <br />N <br />' a <br />wdH>s.U2 <br />E1,J' <br />z M..0 v <br />Z W <br />9 I tr-! 1 : <br />p=a <br />ik <br />E; <br />(� J( <br />Q00 <br />N <br />� O <br />C <br />�Q <br />t of <br />a 1yv <br />1 J rJ C: <br />u <br />, V <br />�y <br />� o <br />t, <br />U <br />Z L <br />0 <br />J O <br />L U <br />D L. C3 <br />y- 0 <br />-0 <br />J N D <br />_ N <br />L. — <br />m W O : <br />L <br />Q — -C <br />'L t Lr) 0- <br />a> Q C3 O N <br />� <br />0 <br />0 t <br />J <br />Of <br />Date: 02.09. 11 <br />Scale: AS NOTED <br />Project Mgr: AAY <br />Drawn: DC <br />Job: 10-65 <br />Sheet <br />A2 <br />KTrojects\Projects 2010\1065 - FMC ZH Rheumatoloby Suite\CD\CD.A\Architectural\A02-RCP.dwg, 2/14/2011 3:03:43 PM, DC <br />LAY -IN ACOUSTICAL CEILING TILES <br />O2 C.W.B. WRAPPED HEADER / SOFFIT - SEE CEILING DETAILS <br />OCEILING MOUNTED FLAT PANEL T.V. - SEE ELECTRICAL DRAWINGS. <br />CORROINATE EXACT LOCATION WITH TENANT. G.W.B CEILING (SMOOTH FINISH) <br />CEILING <br />� 2' x 4' FLUORESCENT LIGHT FIXTURE LAY IN AT <br />SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL <br />WAITING I� FOR MORE INFORMATION <br />2 x 2 x 20 GA 2' x 4' FLUORESCENT EMERGENCY LIGHT FIXTURE, LAY IN <br />(4) 010 TEK SCREWS AT • • • • CLIP AT EACH AT SUSPENDED CEILING GRID SYSTEM - SEE <br />EACH CONNECTION OUTER CORNER <br />� � • • _ __ ELECTRICAL FOR MORE INFORMATION <br />LIGHT FIXTURE. SEE l'-6" <br />ELECTRICAL CEILING G=NrI`'�L NOTES �� 2' x 2' FLUORESCENT LIGHT FIXTURE, LAY IN E <br />SUSPENDED CEILING GRID SYSTEM -SEE ELECTRICAL <br />• • • 1/2" GYPSUM FOR MORE INFORMATION <br />- WALLBOARD (4) CIO TEK SCREWS <br />• '• • • AT EACH CONNECTION 2' x 2' FLUORESCENT EMERGENCY LIGHT FIXTURE, LAY IN <br />I. ALL CEILING HEIGHTS TO BE V-0 UNLESS OTHERWISE NOTED AT SUSPENDED CEILING GRID SYSTEM - SEE <br />ELECTRICAL FOR MORE INFORMATION <br />CEILING 2. GENERAL CONTRACTOR SHALL PROVIDE ALL GYP. BD. FURRDOWNS / <br />RECEPTION BULKHEADS AS REQUIRED. ��� I' x 4' FLUORESCENT FIXTURE WITH WRAP AROUND <br />�--J LENS, SURFACE MOUNTED - SEE ELECTRICAL FOR MORE <br />RECESS TRACK LEADING d 3. G.C. RESPONSIBLE FOR PROVIDING LIGHTING VENDOR COUNTS BY INFORMATION <br />EDGE OF TRACK TO ALIGN TYPE REQUIRED TO PERFORM ALL WORK ACCORDING TO PLANS. <br />WITH LEADING EDGE OF RECESSED CAN DOWN LIGHT FIXTURE - SEE <br />G.W.B. 4. ALL METAL FRAMING FOR GYPSUM WALLBOARD CEILING SHALL BE 25 0 ELECTRICAL FOR MORE INFORMATION <br />OICEILINCH DETAIL <br />SCALE: 1 1/2" = 1'-O" <br />LAY -IN <br />ACOUSTICAL <br />TILE CEILING <br />OIL <br />� pp <br />L� <br />CEILING <br />1/2" GYPSUM <br />WALLBOARD 4 5/8" <br />OCEILING DETAIL <br />SCALE: 1 1/2" 1'-0" <br />GAUGE - 3 5/8 INCH WITH MINIMUM 3" 10 SHEET METAL SCREWS PER <br />VARIES CONNECTION. ® EXHAUST FAN - SEE MECHANICAL FOR MORE <br />SEE PLAN INFORMATION <br />5. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY <br />DISCREPANCIES PRIOR TO COMMENCING WITH ANY WORK ®I MECHANICAL SUPPLY REGISTER - SEE MECHANICAL <br />FOR MORE INFORMATION <br />ro. SEE ELECTRICAL DRAWINGS, FOR ALL LIGHT FIXTURES SPECIFICATIONS. <br />'1. MTL. STUDS SHALL BE CONNECTED TO STRUCTURAL STL. W/ (3) 0.145"0 MECHANICAL RETURN REGISTER - SEE MECHANICAL <br />RAMSET POWDER DRIVEN FASTENERS. 101 FOR MORE INFORMATION <br />6. MTL. STUDS/CLIP ANGLE SHALL BE CONNECTED TO MTL. STUDS w/ MIN <br />(4) 012-14 TEK SCREWS. <br />3 5/8" 25 GA. IMINJ 9. CONTINUOUS TRACK SHALL BE CONNECTED TO STRUCTURAL STL. w/ (2) <br />SUSPENDED METAL STUD FRAMING 0,145",p RAMSET POWDER DRIVEN FASTENERS AT 16" O.C. <br />ACOUSTICAL AT 16" O.G. SECURE TO <br />CEILING SYSTEM 10. CONTINUOUS TRACK/STUDS/CLIP ANGLES SHALL BE CONNECTED TO <br />STRUCTURE ABOVE. CONC./CMU w/ (2) 1/4"0 x 1 1/4" TAPCON FASTENERS AT 24" O.C. <br />3 5/6" 25 GA. (MIN.) <br />METAL STUD FRAMING `r <br />AT 16" O.C. SECURE TO 8'-0" II, CONNECT SHEATHING TO MTL. STUDS w/ 012-I4 TEK SCREWS AT 6" O.C. <br />STRUCTURE ABOVE. CEILING L� CEILING 12. CONTINUOUS TRACK SHALL BE CONNECTED TO ROOF DECK w/ (2) 010 <br />TEK SCREWS AT 24" O.C. <br />LAY -IN 1/2" G.W.B. SUSPENDED <br />ACOUSTICAL ACOUSTICAL 13. AS REQUIRED, THE CONTRACTOR SHALL PROVIDE CLIP ANGLES FOR <br />TILE CEILING CEILING SYSTEM ALL METAL STUDS SO PROPER ALIGNMENT CAN BE ATTAINED. CLIP <br />ANGLES SHALL MATCH OR EXCEED THE STUD GAGE. <br />-0 SEE WOOD CASED 14. SEE FIRE PROTECTION PLAN FOR ALL FIRE SPRINKLER HEAD <br />HEADER I- - - - J OPENING DETAIL LOCATION. <br />SHEET C/Alb. SEE 15. SEE MECHANICAL DRAWINGS FOR ALL SUPPLIES AND RETURNS <br />VARIES PLAN FOR LOCATIONS r <br />16. 0 SEE IDI SHEET FOR FINISH SCHEDULES. <br />OCEILING DETAIL <br />SCALE: 1 1/2" = 1'-0" <br />IM EFG"ua Mogan 11152 ON MIM I <br />MR, <br />ON 0 <br />M_ <br />NE FF, 510 0 0 ON <br />MEN no 0 MEN ELWWjmm On <br />F-9 IT I ITT <br />0 <br />In 1 <br />11, ED <br />MEN 0 0 no EMENE MUME! <br />114 <br />ON <br />immm L <br />ME <br />MIN <br />now NEEF6 0 <br />�:�—,_,._.art101mw <br />ONION <br />toll <br />1110W <br />09 2m <br />IMN <br />o ° � <br />O s <br />NEESE <br />NONNI <br />A 11 <br />I sREM <br />PI <br />139 <br />MOW, <br />t=1 <br />1 MEN <br />al I <br />IEEE 0 EMEN 0 <br />1 <br />Iowa <br />1 ME [0311 <br />6800 <br />ENEVANEM11 <br />%.�■O�rloommi <br />o <br />MENEM■ o =• <br />P■■ <br />INN <br />El a P1 a P3 0 <br />UJAIF7 1 T +� <br />0 i�FLECTED CEILING �'l..AN <br />SAS <br />+ <br />0 <br />ONE <br />REVISIONS BY <br />'—� E <br />v <br />y <br />r � U <br />L 00 = <br />u c C <br />� va <br />rs �: <br />Q a <br />v <br />u o E u <br />�x 4 <br />E li7 u <br />icn <br />N Cl <br />�� • 00 U . � :'J <br />Q <br />it ¢ E - <br />Q <br />N 3 <br />E ti <br />O N <br />i N <br />M <br />ti <br />✓ ti <br />N <br />' a <br />wdH>s.U2 <br />E1,J' <br />z M..0 v <br />Z W <br />9 I tr-! 1 : <br />p=a <br />ik <br />E; <br />(� J( <br />Q00 <br />N <br />� O <br />C <br />�Q <br />t of <br />a 1yv <br />1 J rJ C: <br />u <br />, V <br />�y <br />� o <br />t, <br />U <br />Z L <br />0 <br />J O <br />L U <br />D L. C3 <br />y- 0 <br />-0 <br />J N D <br />_ N <br />L. — <br />m W O : <br />L <br />Q — -C <br />'L t Lr) 0- <br />a> Q C3 O N <br />� <br />0 <br />0 t <br />J <br />Of <br />Date: 02.09. 11 <br />Scale: AS NOTED <br />Project Mgr: AAY <br />Drawn: DC <br />Job: 10-65 <br />Sheet <br />A2 <br />KTrojects\Projects 2010\1065 - FMC ZH Rheumatoloby Suite\CD\CD.A\Architectural\A02-RCP.dwg, 2/14/2011 3:03:43 PM, DC <br />OICEILINCH DETAIL <br />SCALE: 1 1/2" = 1'-O" <br />LAY -IN <br />ACOUSTICAL <br />TILE CEILING <br />OIL <br />� pp <br />L� <br />CEILING <br />1/2" GYPSUM <br />WALLBOARD 4 5/8" <br />OCEILING DETAIL <br />SCALE: 1 1/2" 1'-0" <br />GAUGE - 3 5/8 INCH WITH MINIMUM 3" 10 SHEET METAL SCREWS PER <br />VARIES CONNECTION. ® EXHAUST FAN - SEE MECHANICAL FOR MORE <br />SEE PLAN INFORMATION <br />5. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY <br />DISCREPANCIES PRIOR TO COMMENCING WITH ANY WORK ®I MECHANICAL SUPPLY REGISTER - SEE MECHANICAL <br />FOR MORE INFORMATION <br />ro. SEE ELECTRICAL DRAWINGS, FOR ALL LIGHT FIXTURES SPECIFICATIONS. <br />'1. MTL. STUDS SHALL BE CONNECTED TO STRUCTURAL STL. W/ (3) 0.145"0 MECHANICAL RETURN REGISTER - SEE MECHANICAL <br />RAMSET POWDER DRIVEN FASTENERS. 101 FOR MORE INFORMATION <br />6. MTL. STUDS/CLIP ANGLE SHALL BE CONNECTED TO MTL. STUDS w/ MIN <br />(4) 012-14 TEK SCREWS. <br />3 5/8" 25 GA. IMINJ 9. CONTINUOUS TRACK SHALL BE CONNECTED TO STRUCTURAL STL. w/ (2) <br />SUSPENDED METAL STUD FRAMING 0,145",p RAMSET POWDER DRIVEN FASTENERS AT 16" O.C. <br />ACOUSTICAL AT 16" O.G. SECURE TO <br />CEILING SYSTEM 10. CONTINUOUS TRACK/STUDS/CLIP ANGLES SHALL BE CONNECTED TO <br />STRUCTURE ABOVE. CONC./CMU w/ (2) 1/4"0 x 1 1/4" TAPCON FASTENERS AT 24" O.C. <br />3 5/6" 25 GA. (MIN.) <br />METAL STUD FRAMING `r <br />AT 16" O.C. SECURE TO 8'-0" II, CONNECT SHEATHING TO MTL. STUDS w/ 012-I4 TEK SCREWS AT 6" O.C. <br />STRUCTURE ABOVE. CEILING L� CEILING 12. CONTINUOUS TRACK SHALL BE CONNECTED TO ROOF DECK w/ (2) 010 <br />TEK SCREWS AT 24" O.C. <br />LAY -IN 1/2" G.W.B. SUSPENDED <br />ACOUSTICAL ACOUSTICAL 13. AS REQUIRED, THE CONTRACTOR SHALL PROVIDE CLIP ANGLES FOR <br />TILE CEILING CEILING SYSTEM ALL METAL STUDS SO PROPER ALIGNMENT CAN BE ATTAINED. CLIP <br />ANGLES SHALL MATCH OR EXCEED THE STUD GAGE. <br />-0 SEE WOOD CASED 14. SEE FIRE PROTECTION PLAN FOR ALL FIRE SPRINKLER HEAD <br />HEADER I- - - - J OPENING DETAIL LOCATION. <br />SHEET C/Alb. SEE 15. SEE MECHANICAL DRAWINGS FOR ALL SUPPLIES AND RETURNS <br />VARIES PLAN FOR LOCATIONS r <br />16. 0 SEE IDI SHEET FOR FINISH SCHEDULES. <br />OCEILING DETAIL <br />SCALE: 1 1/2" = 1'-0" <br />IM EFG"ua Mogan 11152 ON MIM I <br />MR, <br />ON 0 <br />M_ <br />NE FF, 510 0 0 ON <br />MEN no 0 MEN ELWWjmm On <br />F-9 IT I ITT <br />0 <br />In 1 <br />11, ED <br />MEN 0 0 no EMENE MUME! <br />114 <br />ON <br />immm L <br />ME <br />MIN <br />now NEEF6 0 <br />�:�—,_,._.art101mw <br />ONION <br />toll <br />1110W <br />09 2m <br />IMN <br />o ° � <br />O s <br />NEESE <br />NONNI <br />A 11 <br />I sREM <br />PI <br />139 <br />MOW, <br />t=1 <br />1 MEN <br />al I <br />IEEE 0 EMEN 0 <br />1 <br />Iowa <br />1 ME [0311 <br />6800 <br />ENEVANEM11 <br />%.�■O�rloommi <br />o <br />MENEM■ o =• <br />P■■ <br />INN <br />El a P1 a P3 0 <br />UJAIF7 1 T +� <br />0 i�FLECTED CEILING �'l..AN <br />SAS <br />+ <br />0 <br />ONE <br />REVISIONS BY <br />'—� E <br />v <br />y <br />r � U <br />L 00 = <br />u c C <br />� va <br />rs �: <br />Q a <br />v <br />u o E u <br />�x 4 <br />E li7 u <br />icn <br />N Cl <br />�� • 00 U . � :'J <br />Q <br />it ¢ E - <br />Q <br />N 3 <br />E ti <br />O N <br />i N <br />M <br />ti <br />✓ ti <br />N <br />' a <br />wdH>s.U2 <br />E1,J' <br />z M..0 v <br />Z W <br />9 I tr-! 1 : <br />p=a <br />ik <br />E; <br />(� J( <br />Q00 <br />N <br />� O <br />C <br />�Q <br />t of <br />a 1yv <br />1 J rJ C: <br />u <br />, V <br />�y <br />� o <br />t, <br />U <br />Z L <br />0 <br />J O <br />L U <br />D L. C3 <br />y- 0 <br />-0 <br />J N D <br />_ N <br />L. — <br />m W O : <br />L <br />Q — -C <br />'L t Lr) 0- <br />a> Q C3 O N <br />� <br />0 <br />0 t <br />J <br />Of <br />Date: 02.09. 11 <br />Scale: AS NOTED <br />Project Mgr: AAY <br />Drawn: DC <br />Job: 10-65 <br />Sheet <br />A2 <br />KTrojects\Projects 2010\1065 - FMC ZH Rheumatoloby Suite\CD\CD.A\Architectural\A02-RCP.dwg, 2/14/2011 3:03:43 PM, DC <br />NEESE <br />NONNI <br />A 11 <br />I sREM <br />PI <br />139 <br />MOW, <br />t=1 <br />1 MEN <br />al I <br />IEEE 0 EMEN 0 <br />1 <br />Iowa <br />1 ME [0311 <br />6800 <br />ENEVANEM11 <br />%.�■O�rloommi <br />o <br />MENEM■ o =• <br />P■■ <br />INN <br />El a P1 a P3 0 <br />UJAIF7 1 T +� <br />0 i�FLECTED CEILING �'l..AN <br />SAS <br />+ <br />0 <br />ONE <br />REVISIONS BY <br />'—� E <br />v <br />y <br />r � U <br />L 00 = <br />u c C <br />� va <br />rs �: <br />Q a <br />v <br />u o E u <br />�x 4 <br />E li7 u <br />icn <br />N Cl <br />�� • 00 U . � :'J <br />Q <br />it ¢ E - <br />Q <br />N 3 <br />E ti <br />O N <br />i N <br />M <br />ti <br />✓ ti <br />N <br />' a <br />wdH>s.U2 <br />E1,J' <br />z M..0 v <br />Z W <br />9 I tr-! 1 : <br />p=a <br />ik <br />E; <br />(� J( <br />Q00 <br />N <br />� O <br />C <br />�Q <br />t of <br />a 1yv <br />1 J rJ C: <br />u <br />, V <br />�y <br />� o <br />t, <br />U <br />Z L <br />0 <br />J O <br />L U <br />D L. 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