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11' - 0" <br />CEILING <br />1/2" G.W.B. <br />6" HHH 44 <br />CROWN Mc <br />PLAN FOF <br />CEILING <br />HHH 160 <br />MOLDING <br />1/2" G.W.B. <br />3 5/6" METAL STUD <br />FRAMING AT 16" O.C. <br />SECURE TO STRUCTURE <br />ABOVE. <br />(4) 010 TEK SCREWS <br />AT EACH CONNECTION - <br />CEILING <br />6" HHH 468 WOOD <br />GROWN MOLD, SEE <br />PLAN FOR LOCATIONS ------- <br />• • <br />WOOD VENEER • <br />HEADER <br />(4) 010 TEK SCREWS AT <br />EACH CONNECTION <br />LIGHT FIXTURE. SEE <br />ELECTRICAL <br />3 5/8" METAL STUD <br />FRAMING AT 16" O.C. <br />SECURE TO STRUCTURE <br />ABOVE. <br />CEILING <br />SUSPENDED ACCOUSTICAL <br />CE IL ING SYSTEM <br />1/2" G.W.5. <br />(4) 010 TEK SCREWS AT <br />EACH CONNECTION <br />3/4" PLYWOOD <br />WOOD VENEER <br />RECESS TRACK LEADING <br />EDGE OF TRACK TO ALLIGN <br />WITH LEADING EDGE OF G.W.B. <br />ALUMINUM SLIDING WINDOW - <br />SEE INTERIOR ELEVATIONS <br />/S" 25 GA. (MIN.) <br />TAL STUD FRAMING <br />16" O.C. SECURE TO <br />2UCTURE ABOVE. <br />CEILING <br />1/2" G.W.B. <br />CROWN MOLD HHH <br />468 - SEE PLAN <br />FOR LOCATIONS <br />1/2" G.W.B. <br />CEILING <br />J(DjCEIL.INCx DETAIL J(DI CEILINCH DETAIL I <br />SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" <br />II'-8" A.FF. <br />CLG HEIGHT <br />CROWN MOLD HHH <br />468 - SEE PLAN <br />FOR LOCATIONS--� <br />11'-0" AFF. <br />CLG HEIGHT <br />CORNER MOLD HHH <br />7160 - SEE PLAN <br />FOR LOCATIONS---' <br />10'-C" APP. <br />CLG HEIGHT <br />(4) 010 TEK <br />SCREWS AT EACH <br />CONNECTION (TYP.) <br />• � • I • � • <br />• • • • <br />1/2" <br />CROWN MOLD HHH • • <br />468 - SEE PLAN • <br />FOR LOCATIONS <br />CORNER MOLD HHH <br />160 -SEE PLAN <br />FOR LOCATIONS <br />(4) 010 TEK SCREWS AT <br />EACH CONNECTION (TYPJ <br />SEE PLAN <br />3 5/8" 25 GA. (MIN.) METAL <br />STUD FRAMING AT 16" O.G. <br />- SECURE TO STRUCTURE <br />ABOVE <br />LIGHT FIXTURE - <br />SEE ELECTRICAL <br />r <br />GROWN MOLD HHH 468 - <br />SEE PLAN FOR LOCATIONS <br />PLAN <br />3 5/5" METAL STUD <br />FRAMING AT 16" O.C. <br />SECURE TO STRUCTURE <br />ABOVE. <br />1/2" G.W.B. <br />HEADER <br />(4) 010 TEK <br />SCREWS AT EACH <br />CONNECTION <br />1'-0" <br />OCE IL ING DETAIL J(Dj CE IL INS DETAIL <br />SCALE: 1 1/2" - I'-0" SCALE: 1 1/2" = 1'-0" <br />OATTIC DETAIL <br />SCALE: 1/2" 1'-0" <br />3 5/6" 25 GA. (MIN.) <br />METAL STUD FRAMING <br />AT 16" D.C. SECURE TO <br />STRUCTURE ABOVE. <br />10'-0" <br />4. <br />t CEILING <br />SUSPENDED <br />ACOUSTICAL <br />CEILING SYSTEM <br />1/2" G.W.B. <br />►,:ib%i0:%*2:iei�i!a�eR�is!i•:e'Aees!:elMeee�ae�iai�e!i�►'.►e�►e��►�i�is�►�e�'�� e���i��iee0i�►i�►��ij3eilili�tit►2 ei!��e ♦fi�-ee ►►eeep�� - <br />Oaev�aea�0''�`iti <br />•� �0 RIM� �, IEEE■■■ <br />►.ee• IEEE■■ _ -�- <br />ONE • - -4- <br />y::e I'■ w <br />_°' I■��■I IEEE ■■■ 1■■■■■ <br />;.� SOD■� 1®■ � <br />1■ ■ 1■0■1 <br />.1■■■■1 IEEE■ ■ 0IEEE <br />1611 <br />�1 <br />1■0 1 __ ©1 <br />IEEE ■ IRA IN <br />IMMUNE IN <br />�� II�O■1 ■ 1■ ■■■ MINNIE <br />fflrB R:E ■■i■■■■■� •- <br />1■E■■1 ■ MEN <br />IEEE MEN VA' MEN <br />0EI <br />. I�.0■1 <br />ON <br />II <br />MOD ■■1 <br />NoIEEE I <br />-e 1■0■1 <br />,�e ■ I No <br />IEEE�r� ,IN IN <br />IEEEsoI g <br />`_ ■■ <br />ire.01 <br />MENEM 1 OLI <br />. NNE MIN <br />■ MEm limmomi ON L� <br />mmmmmm <br />.� ■.■■� <br />■©■`L■1 <br />MUM IN <br />0 0 HERE I <br />■0■ <br />IEEE ■ ,- 0:Qg■■■ <br />yea <br />mg <br />►eDe <br />►eeti�i <br />:�i�e�.�r�eieiei'iei�i�irOi'i►T•OirJ�eiri'►e���.�e��w�ieii�0i�e����w��e►e�• .�r�e�w� <br />Gem:leielQ:le�O.e�Oe�eee�tiPer�eA��eAeiaO�ie e� eleD::�ee:� ►::eta 1 BOOMe _ ewe ♦�! <br />►eye <br />�i <br />9 <br />O <br />OREFLECTED CEILING PLAN <br />SCALE: 3/16" = 1'-0" <br />REFLECTED CE IL IIG LEGEND <br />2' x 2' SUSPENDED CEILING GRID SYSTEM WITH 2' x 2' <br />LAY -IN ACOUSTICAL CEILING TILES <br />G.W.B CEILING (SMOOTH FINISH) <br />2' x 4' FLUORESCENT LIGHT FIXTURE, LAY IN AT <br />SUSPENDED CEILING GRID SYSTEM -SEE ELECTRICAL <br />FOR MORE INFORMATION <br />2' x 4' FLUORESCENT EMERGENCY LIGHT FIXTURE, LAY IN <br />AT SUSPENDED CEILING GRID SYSTEM - SEE <br />ELECTRICAL FOR MORE INFORMATION <br />® <br />WALL MOUNTED FLUORESCENT LIGHT FIXTURE - SEE <br />ELECTRICAL FOR MORE INFORMATION <br />® <br />EXIT LIGHT FIXTURE - SEE ELECTRICAL FOR MORE <br />INFORMATION <br />EXHAUST FAN - SEE MECHANICAL FOR MORE <br />INFOR!" 1AT ION <br />® <br />MECHANICAL SUPPLY REGISTER - SEE MECHANICAL <br />FOR MORE INFORMATION <br />® MECHANICAL RETURN REGISTER - SEE MECHANICAL <br />FOR MORE INFORMATION <br />KEYED NOTES <br />O1 HATCH INDICATES AREA OF NO WORK. <br />OOUTLINE OF WALL MOUNTED UPPER CABINETS - SEE INTERIOR <br />ELEVATIONS <br />OG.W.B. WRAPPED HEADER / SOFFIT - SEE CEILING DETAILS <br />O4 CROWN MOLDING - SEE CEILING DETAILS <br />OCORNER MOLDING - SEE CEILING DETAILS <br />OOUTLINE OF EXISTING MECHANICAL ATTIC PLATFORM - SEE <br />DETAIL E/A2. <br />OOUTLINE OF MECHANICAL UNIT ABOVE CEILING - SEE <br />MECHANICAL DRAWINGS. <br />O8 24" x 46" ATTIC ACCESS <br />1. ALL CEILING HEIGHTS SHALL BE 10'-0" UNLESS OTHERWISE NOTED <br />2. GENERAL CONTRACTOR SHALL PROVIDE ALL G.W.B. FURRDOWNS / <br />BULKHEADS AS REQUIRED. <br />3. SEE MECHANICAL DRAWINGS FOR LOCATION OF ALL SUPPLIES AND <br />RETURNS <br />4. SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE LOCATIONS AND <br />SPECIFICATIONS <br />5. SEE FIRE PROTECTION PLANS FOR ALL FIRE SPRINKLER HEAD <br />LOCATIONS TO BE SUBMITTED BY GENERAL CONTRACTOR UNDER <br />SEPARATE PERMIT. <br />6. CONTRACTOR TO COORDINATE CEILING HEIGHTS WITH MECHANICAL <br />DUCT WORK AND EXISTING STRUCTURAL TO ACHIEVE PROPOSED <br />CEILING HEIGHTS AND INFORM ARCHITECT WITH ANY DISCREPANCIES. <br />1. PROVIDE R-19 BATT INSULATION ABOVE CEILING AT EXAM ROOMS <br />AND OFFICES. <br />METAL STUD FA5TENINz NOTES <br />I. ALL METAL FRAMING FOR GYPSUM WALLBOARD CEILING SHALL BE 25 <br />GAUGE TYPICAL (U.N.O.) <br />2. IMTL. STUDS SHALL BE CONNECTED TO STRUCTURAL STL. w/ (3) 0.145"4, <br />RAM5ET POWDER DRIVEN FASTENERS <br />3. MTL. STUDS/CLIP ANGLE SHALL BE CONNECTED TO MTL. STUDS w/ MIN <br />(4) 012-14 TEK SCREWS. <br />4. CONTINUOUS TRACK SHALL BE CONNECTED TO STRUCTURAL STL. w/ (2) <br />0,145"0 RAMSET POWDER DRIVEN FASTENERS AT 16" O.C. <br />5. CONTINUOUS TRACK/STUDS/CLIP ANGLES SHALL BE CONNECTED TO <br />CONC./CMU w/ (2) I/4",P x 1 1/4" TAPCON FASTENERS AT 24" O.G. <br />6. CONNECT MTL. STUDS/CLIP ANGLES TO WOOD TRUSSES w/ (4) 1/4"m <br />WOOD SCREWS. <br />-1. CONNECT SHEATHING TO MTL. STUDS w/ 012-14 TEK SCREWS AT 6" O.C. <br />8, CONTINUOUS TRACK SHALL BE CONNECTED TO ROOF DECK w/ (2) 1110 <br />TEK SCREWS AT 24" O.G. <br />H:\Projects\Projects 2013\13008 - FMC Dialysis Ctr- Eiland\04-CD\13008b - FMC Dialysis Ctr\04-Architectm�al\A02-RCP.dwg, 4/16/2013 9:11:26 AM, DC , <br />