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HomeMy WebLinkAbout13040194bMEZZANINE CEILING PLAN SCALE: 1/8"=V-0" ' -0" STORAGE MEZZANINE PLAN SCALE: 1 /8 " =1 ' -0" CEILING PLAN SCALE: 1 /8 " =1 ' -0" FLOOR PLAN SCALE: 1 /8 " =1 ' -0" WALL SECT. SCALE: 1/2"=V-6" ' -0" 109'- 2 -3/4" T/ DECK 108' -0" JOIST BEARING 100' -0" a% FINISH FLOOR WALL TO TO ROOF DECK Z WALL SECT. 1 SCALE: 1/2 " =1' -0" Q Z Q I D w O O F U z 0 0w CN m I L - - - - - L - - - - -� LL- 0 � 0 0 LLJ 0 O N M oL0 L 00 Q O � mmi O SPRINKLER iiiiiiiiiiiiiiiiiiij Q 0 0 _j W JAN. RM. { ` af`'� E IIj 21 I i f I i p Q O` - O II - - II - - -� PARTS MEZZANINE CEILING PLAN SCALE: 1/8"=V-0" ' -0" STORAGE MEZZANINE PLAN SCALE: 1 /8 " =1 ' -0" CEILING PLAN SCALE: 1 /8 " =1 ' -0" FLOOR PLAN SCALE: 1 /8 " =1 ' -0" WALL SECT. SCALE: 1/2"=V-6" ' -0" 109'- 2 -3/4" T/ DECK 108' -0" JOIST BEARING 100' -0" a% FINISH FLOOR WALL TO TO ROOF DECK Z WALL SECT. 1 SCALE: 1/2 " =1' -0" PARTS BINS '� 1 II II II II II II 1 N II II IIII IIII IIII IIN NII VII II `` N VII II II V N I 1 II II IIII 111 111 IIII NII IIII II 1 II II II II N N 1 1 II II IIII IIII VII IIH 111 IIII II 1 1 N 1 1 IIII NII IIII 111 NII III II II N N 1 II II IIII NII NII q11 NII III II L =�J L =� L L =� L =� L= �JL= �L L L= jL =jL =� ?: 4 2 I !, OFFICE INSUR. ;. MGR. ADJUSTER I € 3 .............. j LUNCH II ROOM,. ;�w..._ � I VENDING O 3 CORR. FF 0 f 3 GEN. EXISTING / DEMOLITION FLOOR PLAN SCALE: 1/8"=V-0" ' -0" WALL SECT. NOTES: 3A EXISTING CONCRETE SLAB ON GRADE. 5A 3 -5/8" METAL STUDS 5B 6" 16 GA. METAL STUDS 12" O.C. - LOCATE STUD UNDER EACH FLOOR JOIST 5C 14" 14 GA. METAL FLOOR JOISTS 12" O.C. 5D EXISTING WALL 6A 3/4" T &G PLYWOOD SCREWED & GLUED 6B 3/4" GOOD ONE SIDE PLYWOOD UP TO 8' -0" A.F.F. OR MATCH EXISTING. PAINTED 7A SOUND INSULATION 9A 5/8" TYPE 'X' GYPSUM BOARD OPREFINISHED METAL WALL PANEL SYSTEM 96 TO ROOF DECK OR MATCH EXISTING. COLOR TO MATCH EXISTING EXISTING ACOUSTICAL TILE CEILING (SEE 9C CEILING PLANS) gp EXISTING METAL WALL PANEL 9E NEW CARPET - COORDINATE NEW FINISHES WITH OWNER PLAN NOTE Ol EXISTING WALL O2 EXISTING - NO CHANGE 3 EXISTING WALLS, DOORS FRAMES, ETC. TO BE REMOVED AS REQUIRED FOR NEW CONSTRUCTION OEXISTING DOOR & FRAME OEXISTING ROOF ACCESS LADDER & HATCH O6 6" 16 GA. METAL STUDS AT 12" O.C. O7 5/8" TYPE 'X' GYPSUM BOARD O3 5/8" 20 GA. METAL STUDS AT 16" O.C. W/ 5/8" GYP. BD. EXTEND WALL TO DECK ABOVE. O9 COUNTERTOP. COORDINATE W/ OWNER 10 FILE BASE DRAWER. COORDINATE W/ OWNER 11 UPPER CABINETS. COORDINATE W/ OWNER ALL FLOORING & WALL FINISHES TO BE 12 COORDINATE W/ OWNER 13 EXPOSED STRUCTURE ABOVE 14 EXISTING ACOUSTICAL CEILING SYSTEM 15 EXISTING SOLAR TUBE. COORDINATE W/ OWNER FOR RELOCATION REQUIREMENTS 16 REWORK EXISTING ACOUSTICAL CEILING S SYSTEM AS REQUIRED FOR NEW WALLS 17 GYPSUM BOARD CEILING. PAINTED GYPSUM BOARD BULKHEAD. 2" BELOW THE 18 LOWEST ADJACENT CEILING SYSTEM. PAINTED GENERAL NOTES: G1. ON DEMOLITION PLAN, ALL MATERIALS INDICATED AS DASHED ARE TO BE REMOVED. INCLUDING ALL FINISHES AND MATERIALS NOT SPECIFICALLY CALLED OUT, BUT PERTAINING TO THE INTENDED SCOPE. CONTRACTOR SHALL COMPLETELY AND THOROUGHLY TOUR AND INSPECT EXISTING WORK AREAS TO FAMILIARIZE HIMSELF WITH ALL ITEMS TO BE REMOVED OR RELOCATED., SUCH AS ELECTRICAL OUTLETS, GAS SERVICES, LIGHT SWITCHES, THERMOSTATS, FURNACES, DUCTS, PLUMBING, PLUMBING FIXTURES, VALVES, SURFACE -RUN CONDUIT, ETC., WHETHER OR NOT INDICATED ON THESE PLANS. THESE DEMOLITION SHEETS SHALL SERVE TO AID THE CONTRACTOR IN THE EVALUATION OF THE EXTENT OF DEMOLITION, BUT SHALL NOT BE HELD TO BE ALL INCLUSIVE. G2. CONTRACTOR(S) SHALL FIELD INSPECT ALL DEMOLITION WORK PRIOR TO REMOVAL TO INSURE REMOVAL DOES NOT IMPAIR THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING. IF THE INSPECTION INDICATES THAT THE STRUCTURAL INTEGRITY MAY BE COMPROMISED, NOTIFY THE ARCHITECT /ENGINEER IMMEDIATELY. G3. ALL ITEMS TO BE REMOVED DURING DEMOLITION SHALL BE RETURNED TO THE OWNER OR STORED FOR RE -USE IF REQUESTED BY THE OWNER. GENERALLY, THIS INCLUDES LIGHT FIXTURES, BUILT -IN FURNITURE, OR CABINETRY, BOOKSHELVES, DOORS, AND PLUMBING FIXTURES. ALL OTHER ITEMS SHALL BE REMOVED AND HAULED AWAY BY THE CONTRACTOR. G4. NOTIFY THE OWNER A MINIMUM OF 24 HOURS PRIOR TO SHUT -DOWN OF ANY UTILITIES REQUIRED FOR DEMOLITION. ASSIST THE OWNER IN RE- CONNECTING AND RE- ESTABLISHING UTILITY SERVICES AND ITEMS SUCH AS LIGHTING OF PILOT LIGHTS, ETC. G5. REPAIR /REPLACE ANY FINISHES, SURFACES, OR MATERIALS DAMAGED BY DEMOLITION OPERATIONS (AT NO COST TO THE OWNER). G6. WALLS AND CEILINGS PATCHED DUE TO DEMOLITION OPERATIONS SHALL BE REPAINTED IN THEIR ENTIRETY AFTER PATCHING. G7. DO NOT SCALE THE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. ALL DIMENSIONS SHOULD BE FIELD VERIFIED BY THE CONTRACTOR. G8. STUD SUPPLIER TO DESIGN METAL STUD SYSTEM TO MEET THE CRITERIA OF THE FOLLOWING: AISI S100 -2007 - "DESIGN OF STEEL COLD FORMED STRUCTURAL MEMBERS" AND TO ACCOMMODATE 25 PSF DEAD LOAD AND 125 PSF LIVE LOAD. AREA OF WORK .KEY PLAN SCALE: NONE �Fw O H O ,z jFW ~[rZQ to Frp UN =O VVNwti� ZtnUrd' wS~- �Z poQ000 °FOQwQOZO��Nw zw w w wUgww3 Wa OKa mW V— NO F- V rwp SS E WO r taIOUF�pk� zo332N mm�� w ¢_ (% w J w0Ov�w�woO oam3 0 2 N= Z w y V x= Z Q d Z � H V] oz N? W w 3 — z O J V w w m wwo OO�o¢O� Z=owuO Q Qd 03MO QE N OUO<awmwo Q Z Q Z Im 0 D w O O F U z 0 0w CN m I L - - - - - L - - - - -� LL- 0 � 0 0 LLJ 0 O N M oL0 L 00 Q O � mmi O SPRINKLER iiiiiiiiiiiiiiiiiiij Q 0 0 _j W JAN. RM. L - - - - - L - - - - -� \\ N 0 p Q O` - O II - - II - - -� PARTS N L-- - (BINS II - -�;a -- a m .y PARTS VERIFICATION L _____j s M, " < AREA z 3 Y O iff = _ _ =Ij � ------ I j a I I LO L ----- J I W Q W Q 00 cc L J z METICULOUS DISASSEMBLY PARTS BINS '� 1 II II II II II II 1 N II II IIII IIII IIII IIN NII VII II `` N VII II II V N I 1 II II IIII 111 111 IIII NII IIII II 1 II II II II N N 1 1 II II IIII IIII VII IIH 111 IIII II 1 1 N 1 1 IIII NII IIII 111 NII III II II N N 1 II II IIII NII NII q11 NII III II L =�J L =� L L =� L =� L= �JL= �L L L= jL =jL =� ?: 4 2 I !, OFFICE INSUR. ;. MGR. ADJUSTER I € 3 .............. j LUNCH II ROOM,. ;�w..._ � I VENDING O 3 CORR. FF 0 f 3 GEN. EXISTING / DEMOLITION FLOOR PLAN SCALE: 1/8"=V-0" ' -0" WALL SECT. NOTES: 3A EXISTING CONCRETE SLAB ON GRADE. 5A 3 -5/8" METAL STUDS 5B 6" 16 GA. METAL STUDS 12" O.C. - LOCATE STUD UNDER EACH FLOOR JOIST 5C 14" 14 GA. METAL FLOOR JOISTS 12" O.C. 5D EXISTING WALL 6A 3/4" T &G PLYWOOD SCREWED & GLUED 6B 3/4" GOOD ONE SIDE PLYWOOD UP TO 8' -0" A.F.F. OR MATCH EXISTING. PAINTED 7A SOUND INSULATION 9A 5/8" TYPE 'X' GYPSUM BOARD OPREFINISHED METAL WALL PANEL SYSTEM 96 TO ROOF DECK OR MATCH EXISTING. COLOR TO MATCH EXISTING EXISTING ACOUSTICAL TILE CEILING (SEE 9C CEILING PLANS) gp EXISTING METAL WALL PANEL 9E NEW CARPET - COORDINATE NEW FINISHES WITH OWNER PLAN NOTE Ol EXISTING WALL O2 EXISTING - NO CHANGE 3 EXISTING WALLS, DOORS FRAMES, ETC. TO BE REMOVED AS REQUIRED FOR NEW CONSTRUCTION OEXISTING DOOR & FRAME OEXISTING ROOF ACCESS LADDER & HATCH O6 6" 16 GA. METAL STUDS AT 12" O.C. O7 5/8" TYPE 'X' GYPSUM BOARD O3 5/8" 20 GA. METAL STUDS AT 16" O.C. W/ 5/8" GYP. BD. EXTEND WALL TO DECK ABOVE. O9 COUNTERTOP. COORDINATE W/ OWNER 10 FILE BASE DRAWER. COORDINATE W/ OWNER 11 UPPER CABINETS. COORDINATE W/ OWNER ALL FLOORING & WALL FINISHES TO BE 12 COORDINATE W/ OWNER 13 EXPOSED STRUCTURE ABOVE 14 EXISTING ACOUSTICAL CEILING SYSTEM 15 EXISTING SOLAR TUBE. COORDINATE W/ OWNER FOR RELOCATION REQUIREMENTS 16 REWORK EXISTING ACOUSTICAL CEILING S SYSTEM AS REQUIRED FOR NEW WALLS 17 GYPSUM BOARD CEILING. PAINTED GYPSUM BOARD BULKHEAD. 2" BELOW THE 18 LOWEST ADJACENT CEILING SYSTEM. PAINTED GENERAL NOTES: G1. ON DEMOLITION PLAN, ALL MATERIALS INDICATED AS DASHED ARE TO BE REMOVED. INCLUDING ALL FINISHES AND MATERIALS NOT SPECIFICALLY CALLED OUT, BUT PERTAINING TO THE INTENDED SCOPE. CONTRACTOR SHALL COMPLETELY AND THOROUGHLY TOUR AND INSPECT EXISTING WORK AREAS TO FAMILIARIZE HIMSELF WITH ALL ITEMS TO BE REMOVED OR RELOCATED., SUCH AS ELECTRICAL OUTLETS, GAS SERVICES, LIGHT SWITCHES, THERMOSTATS, FURNACES, DUCTS, PLUMBING, PLUMBING FIXTURES, VALVES, SURFACE -RUN CONDUIT, ETC., WHETHER OR NOT INDICATED ON THESE PLANS. THESE DEMOLITION SHEETS SHALL SERVE TO AID THE CONTRACTOR IN THE EVALUATION OF THE EXTENT OF DEMOLITION, BUT SHALL NOT BE HELD TO BE ALL INCLUSIVE. G2. CONTRACTOR(S) SHALL FIELD INSPECT ALL DEMOLITION WORK PRIOR TO REMOVAL TO INSURE REMOVAL DOES NOT IMPAIR THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING. IF THE INSPECTION INDICATES THAT THE STRUCTURAL INTEGRITY MAY BE COMPROMISED, NOTIFY THE ARCHITECT /ENGINEER IMMEDIATELY. G3. ALL ITEMS TO BE REMOVED DURING DEMOLITION SHALL BE RETURNED TO THE OWNER OR STORED FOR RE -USE IF REQUESTED BY THE OWNER. GENERALLY, THIS INCLUDES LIGHT FIXTURES, BUILT -IN FURNITURE, OR CABINETRY, BOOKSHELVES, DOORS, AND PLUMBING FIXTURES. ALL OTHER ITEMS SHALL BE REMOVED AND HAULED AWAY BY THE CONTRACTOR. G4. NOTIFY THE OWNER A MINIMUM OF 24 HOURS PRIOR TO SHUT -DOWN OF ANY UTILITIES REQUIRED FOR DEMOLITION. ASSIST THE OWNER IN RE- CONNECTING AND RE- ESTABLISHING UTILITY SERVICES AND ITEMS SUCH AS LIGHTING OF PILOT LIGHTS, ETC. G5. REPAIR /REPLACE ANY FINISHES, SURFACES, OR MATERIALS DAMAGED BY DEMOLITION OPERATIONS (AT NO COST TO THE OWNER). G6. WALLS AND CEILINGS PATCHED DUE TO DEMOLITION OPERATIONS SHALL BE REPAINTED IN THEIR ENTIRETY AFTER PATCHING. G7. DO NOT SCALE THE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. ALL DIMENSIONS SHOULD BE FIELD VERIFIED BY THE CONTRACTOR. G8. STUD SUPPLIER TO DESIGN METAL STUD SYSTEM TO MEET THE CRITERIA OF THE FOLLOWING: AISI S100 -2007 - "DESIGN OF STEEL COLD FORMED STRUCTURAL MEMBERS" AND TO ACCOMMODATE 25 PSF DEAD LOAD AND 125 PSF LIVE LOAD. AREA OF WORK .KEY PLAN SCALE: NONE �Fw O H O ,z jFW ~[rZQ to Frp UN =O VVNwti� ZtnUrd' wS~- �Z poQ000 °FOQwQOZO��Nw zw w w wUgww3 Wa OKa mW V— NO F- V rwp SS E WO r taIOUF�pk� zo332N mm�� w ¢_ (% w J w0Ov�w�woO oam3 0 2 N= Z w y V x= Z Q d Z � H V] oz N? 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