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HomeMy WebLinkAboutA201-LOWER-AND-BASEMENT-LEVEL-FLOOR-Rev.0UP e.1 e.2 e.3 e.4 e.5 e.6 e.7 e.8 e.9 e.10 e.11 e.12 e.13 e.14 e.15 e.16 e.17 e.18 e.19 e.20 e.21 e.22e.24 STORAGE 012 LIBRARY 039 MEETING RM 038 MEETING RM 036 CHAIR STORAGE 035 MEETING RM 034 MEETING RM 032 LARGE MEETING ROOM 005 NURSERY 010 CORRIDOR 022 STORAGE 024 STORAGE 025 CORRIDOR 023 MACHINE RM 027 MECHANICAL 026 CORRIDOR 028 WOMEN 018 JANITOR 019 RESTROOM 020 MECHANICAL 017 MEN 016 GROOM 015 PASSAGE 014 CORRIDOR 037 RESTROOM CHOIR 045 NEW ELECTRICAL ROOM 044 MECHANICAL 042 MUSIC STORAGE 041 HALL 040 STAIR ST01-A MECHANICAL 009 MEETING RM 006 JOHN BOSCO MEETING RM 013 KITCHENETTE 007 STORAGE 005A A301 1 1 A303 ELEV. MACHINE RM 030 A602 1 A602 2 005-1 005-2005A 006 005B 034 035-1 035-2 036 038 039 013 010OFFICE 043 1 A305 34' - 6 1/2"37' - 7 1/4" 13' - 4"36' - 7 3/8"MECHANICAL 001 AREAWAY 4 4 4 5 813' - 4"186' - 11 7/8" 107' - 11 1/8" CORRIDOR 046 CHASE ABOVE B B A A C C E J K N 1 2.1 5 7 8 AB 102 14 10 18 19 12 15 17 AA 101 11 13 16 6 4 103 9 D D F 5.1 G ML 2 H A.0 20 1 A304 STORAGE 031 2 A305 S9S4 S4S4S4S4 S4S4S4S4S4S4 S4S4 S4S4S4S4 S4S4 S4S4 S4S4S4S4S4S4S4 6 044-1 044-2 0124 HOLY FAMILY ROOM 008 LOWER LEVEL COMMONS 004 001-2 001-1 003 002 27' - 4 3/8" 8 ' - 9 " 18' - 7 3/8 "STORAGE 005B 3 ' - 9 5/16" 4 7/8" 10' - 1 1/8" 5' - 8" 4 A404 1 A405 2 A405 LOWER LEVEL F.F.E. -4' - 1 3/4" BASEMENT F.F.E. -14' - 8" A601 2 A601 1S3 S2S3 S3 M2S3S4M1M1 S4S4S4S4S4 S4 S4S42' - 0"4 A402 UNEXCAVATED UNEXCAVATED STORAGE 002 MEN 016A WOMEN 018A CORRIDOR 033 PASSAGE 029 STORAGE 032A PASSAGE 021 CORRIDOR 003 e.23 e.A e.A e.B e.B e.C e.C e.D e.D e.E e.E 045 S4 S4 8 8 A421 6 6.8 9.5 23' - 0"18' - 2" 4 1/2" S3 S3 S2S1 S7S3S4 S2 S4 13' - 2" 6 S32 A404 FE1 FE1 FE2 FE2 S3 S7S3S7A6025 A602 4 A602 6 A602 7 A602 3 023 18' - 0" 3' - 3" 7 ' - 4 7/8"7 ' - 9 1/4" 35' - 4 3/4" 7' - 0" 3' - 5 5/8" 7 ' - 5" 7 ' - 0" 4 7/8 " 4 ' - 9" 2 ' - 10 1/8" 3' - 7 7/8" 36' - 2 1/2"6' - 5 3/4"6' - 0" 21' - 6"17' - 6 "7' - 4"3' - 7 7/8"1' - 2"1 1 1 11 11 1 21 21 21 21 21 17 17 21 6 18 19 19 19 19 19 20 19 20 S1S2 S221 21 21 21S8 H.5 102.5 4"S7009 26 27 032 28 28 28 7 SC1SC1 SC1 SC1 3 A406 2 A406 STAIR ST06 STAIR ST05 STAIR ST02 STAIR ST04-A 27' - 9 7/8" 2 7 ' - 9 7/8 "1' - 6 5/8"40' - 3 1/4" 28' - 1 1/4" 40' - 1 3/8" 1' - 8 1/8" 8' - 4 1/2" 7 ' - 7 1/8 "1' - 8 3 /4" 21 4 A402 21 31 31 31 A421 5 69' - 3 1/4"8' - 4 1/8" 4 1/2" M2 21 A421 5 15' - 8" 88' - 5 1/8" 3' - 10"19' - 4 7/8"27' - 6 1/2" 1' - 6" 1' - 4" 1' - 6" 7' - 6" 21 S311 5/8"S1S3 S719 8 ' - 4 1/2" 8' - 4 1/2" ELEVATOR EL01 ELEVATOR EL02 (ABOVE)20' - 2 1/8"2 0 ' - 2 1/4 "32 A702 2 A702 1 A702 4 A423 1 A702 3 A702 6 A702 5 M2 M2DN UP UP UP UP 1 A404 8' - 0" 2' - 0" A601 10 34' - 10 9/16" A601 11 LOWER LEVEL F.F.E. -4' - 1 3/4" LOWER LEVEL F.F.E. -4' - 1 3/4"0228"6' - 4" 8" 19 34 35 S3NOTE: SEE 4/A301 FOR EXTERIOR LEVATION OF NEW LOUVER AT SOUTH WALL A301 5 GENERAL PLAN NOTES A. COORDINATE THE WORK OF EACH TRADE WITH THE WORK OF OTHER TRADES. B. ALL WORK IS TO BE COMPLETED IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, RULES, REGULATIONS AND STANDARDS INCLUDING, BUT NOT LIMITED TO THOSE LISTED ON THE COVER SHEET. ALL APPLICABLE RULES & REGULATIONS ARE TO BE THE MOST CURRENT ADOPTED EDITIONS. C. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO THE COMMENCEMENT OF WORK. DISCREPANCIES BETWEEN THE DOCUMENTS AND THE ACTUAL CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE COMMENCEMENT OF WORK. D. ALL DIMENSIONS ARE FROM CENTERLINE OF STRUCTURE, FINISH FACE OF WALL, FACE OF MASONRY, OR FACE OF EXISTING. E. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS. F. REFER TO WALL TYPE SCHEDULE, SHEET A200, TO DETERMINE WHICH WALLS EXTEND TO DECK. SEE STRUCTURAL FOR TOP SUPPORT DETAIL. WHERE METAL STUDS EXTEND TO DECK, PROVIDE SLIP CONNECTIONS FOR ROOF/ FLOOR DEFLECTION. G. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER LIMIT HEIGHT (L/240). H. WHERE INSULATED OR SOUND WALLS EXTEND TO DECK, FILL DECK FLUTES WITH INSULATION/ SOUND ATTENUATION. I. REFER TO PLUMBING PLANS FOR LOCATION OF FLOOR DRAINS. J. WHERE ACCESS PANELS ARE SHOWN IN TOILET ROOM CHASES, FINAL LOCATION SHALL BE COORDINATED WITH OTHER TRADES PRIOR TO INSTALLATION. K. ALL CONCRETE MASONRY UNITS (CMU) SHALL BE LAID RUNNING BOND U.N.O. CMU WALLS THAT DO NOT LAY OUT IN FULL OR HALF LENGTHS SHOULD BE BALANCED SO AS NOT TO HAVE ANY PIECES LESS THAN 4" IN SIZE EXPOSED TO VIEW. L. ALL INTERIOR MASONRY WALLS THAT RUN TO UNDERSIDE OF DECK ABOVE SHALL HAVE A 2" JOINT (U.N.O.) AT THE DECK TO BE FILLED WITH FIRE STOPPING AT RATED WALLS PER PROJECT MANUAL, AND MINERAL WOOL AT THE NON- RATED WALLS TO ALLOW FOR DEFLECTION. M. THERE SHALL BE PERIMETER INSULATION CONTINUOUS AROUND THE ENTIRE PERIMETER OF THE BUILDING EXTENDING 2'-0" MINIMUM (R-15 MIN.) HORIZONTAL. N. PROVIDE MISCELLANEOUS SUPPORT FOR ALL CEILING SUSPENDED ITEMS. O. DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, A SUFFIX HAS BEEN ADDED (E.G. A100-1). SEE A500 SERIES DRAWINGS FOR DOOR SCHEDULE AND DETAILS. P. ALL DOOR FRAMES SHALL BE LOCATED 4”OFF FINISH WALLS OR 4" OFF MASONRY WALLS UNLESS NOTED OTHERWISE. Q. ALL GLASS AT INTERIOR DOOR FRAMES, DOOR LITES AND WINDOW FRAMES IS TO BE 1/4" CLEAR TEMPERED GLASS UNLESS NOTED OTHERWISE. R. AT BUILDING EXPANSION JOINTS, ALL PARTITIONS, CEILINGS, FLOORS AND ALL WALL, FLOOR OR CEILING MOUNTED ITEMS SHALL BE ANCHORED TO THE BUILDING STRUCTURE ON ONLY ONE SIDE OF THE EXPANSIONS JOINTS. CONTRACTOR SHALL COORDINATE CONSTRUCTION OR INSTALLATION OF ALL ITEMS NOTED TO ASSURE THAT NO SUCH ITEMS BRIDGE ACROSS THE EXPANSION JOINT. S. ALL SLAB-ON-GRADE CONTROL JOINTS TO BE CLEANED AND CAULKED PRIOR TO PLACEMENT OF FLOOR FINISH. T. SEE REFLECTED CEILING PLANS FOR BULKHEAD LOCATIONS AND DETAILS. U. REFER TO MECHANICAL DRAWINGS FOR WALL LOUVER LOCATIONS, SIZES AND QUANTITIES. V. SEE A800 SERIES DRAWINGS FOR FINISH SCHEDULE AND PLANS. W. SEE A701 FOR EQUIPMENT SCHEDULES AND ENLARGED PLANS. PROVIDE BLOCKING IN STUD WALLS AND/OR GROUTED MASONRY CORES AS REQUIRED TO SUPPORT EQUIPMENT. X. PROVIDE FIRE RESISTANT TREATED WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. Y. WHERE DISSIMILAR FLOOR MATERIALS MEET, THEY SHALL DO SO UNDER THE CENTERLINE OF THE DOOR UNLESS NOTED OTHERWISE. Z. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (E.G. MASONRY TO GYPSUM WALL BOARD) UTILIZING THE APPROPRIATE TYPE PER SPECIFICATIONS. COLOR TO BE SELECTED BY ARCHITECT. AA. APPLY SEALANT AT ALL COUNTERTOPS AND BLACKSPLASHES AT JUNCTURE WITH WALL. BB. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT. CC. BASE FLOOR ELEVATION INDICATED FOR THIS PROJECT IS 885.14. REFER TO SITE PLAN FOR CORRELATION TO USGS DATUM. DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS:PROJECT: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for theproper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY© 2018 CSO Architects, Inc. All Rights ReservedPARISH LIFE CENTER PROJECTOUR LADY OF MT. CARMEL14598 OAK RIDGE RD, CARMEL, IN 4603209/17/21 NTC CAM 19038 A201 LOWER AND BASEMENT LEVEL FLOOR PLANCATHOLIC CHURCHSCALE: 1/8" = 1'-0"A201 1 LOWER AND BASEMENT LEVEL FLOOR PLAN KEYED PLAN NOTES 1 EXISTING COLUMN TO REMAIN - PROTECT AS REQUIRED. 2 REUSE SALVAGED RECEPTION DESK. 3 RELOCATED COPIER. 4 NEW STAIR - SEE A400 SERIES. 5 NEW ELEVATOR - SEE SHEET A422. 6 NEW COLUMN AND COVER. 7 DASHED LINE INDICATES - WALL OUTLINE ABOVE. 8 NEW LOUVER - SEE MECHANICAL. 9 NOT USED. 10 NEW INTERIOR GLAZING SYSTEM. 11 NEW ALUMINUM CURTAIN WALL SYSTEM. 12 NEW STOREFRONT SYSTEM - 6" WITH INTEGRAL ALUMINUM WINDOW SILL. 13 NOT USED. 14 RELOCATED SAFE. 15 RELOCATED FILE CABINETS 16 NEW SOLID SURFACE WINDOW STOOL. 17 COAT AND HAT RACK - SEE ELEVATIONS SHEET A601, EQUIPMENT SCHEDULE A701 AND SPECIFICATION SECTION 10 57 13 18 NEW MOP SINK - SEE PLUMBING. 19 CONCRETE FOUNDATION WALL - SEE STRUCTURAL. 20 CMU FOUNDATION WALL - SEE STRUCTURAL. 21 ALIGN FINISH FACES. 22 2" BUILDING EXPANSION JOINT WITH EXPANSION JOINT COVER WHERE EXPOSED IN THE FINISH WORK. 23 NEW LADDER WITH LADDER ASSIST POST AND OSHA RAILING SYSTEM WITH HATCH ABOVE - VERIFY LOCATION WITH MEP AND STRUCTURAL. 24 DASHED LINE INDICATES EDGE OF FASCIA ABOVE. 25 2" FLOOR EXPANSION JOINT AT EDGE OF EXISTING BUILDING. 26 INSTALL 3 1/2" MINERAL WOOL BATTS, 1/2" RESILIENT CHANNELS, AND 2 LAYERS 5/8" GYPSUM BOARD AT ELECTRICAL ROOM SIDE TO MATCH WALL CONSTRUCTION OF WALL TYPE S9. 27 EXTEND WALL UP TO DECK AND SEAL WITH ACOUSTICAL SEALANT. 28 PATCH WALL OPENINGS WHERE PIPES, DUCTS, ETC. ARE BEING REMOVED. MATCH EXISTING WALL CONSTRUCTION (3-HOUR CONSTRUCTION REQUIRED). 29 INFILL FORMER WINDOW OPENING. SEE WALL SECTIONS FOR INFILL CONSTRUCTION. 30 STAINLESS STEEL GUARD RAIL SYSTEM - SEE 5/A403. 31 ARCHITECTURALLY EXPOSED STRUCTURAL STEEL COLUMNS - PAINT. 32 CENTER NEW WALL ON EXISTING STUD AND GYPSUM BOARD COLUMN WRAP. 33 REPLACE EXISTING PRECAST WALL COPING IN THIS AREA TO MATCH EXISTING. 34 MECHANICAL GRILLE MIN. 4" A.F.F. - SEE MECHANICAL. 35 REUSED MECHANICAL GRILLE OPENING - SEE MECHANICAL. 36 ADA PUSH PAD 1 OWNER COMMENTS 09-23-21 1 1 1 1 1 12/13/21