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HomeMy WebLinkAboutA202-GROUND-AND-SANCTUARY-LEVEL-FLOOR-Rev.0e.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 OFFICE 112 IT OFFICE 119 RESTROOM 126 MULTIPURPOSE / BREAK RM 124 OFFICE 123 OFFICE 122 TECHNOLOGY STORAGE / MDF 120 WAITING & COFFEE 101 ENTRY 100 2 A304 OFFICE 121 OFFICE - UNASSIGNED 111 OFFICE 110 OFFICE 109 PRIEST 106 ASSOC. PRIEST 105 ASSOC. PRIEST 104 ASSOC. PRIEST 103 CONFERENCE 102 OFFICE 114 RELIGIOUS EDU / PARISH RECEPTION 128 A301 2 A301 1 A302 2 NAVE 158 SACRISTY 157 MECH. 156 PRIVATE 153 HALL 152 RESTROOM 154 HALL JAN. 155 CORRIDOR 149 VESTING 151 CHAIRS 150 STAIR ST01-B NARTHEX 148 VESTIBULE 146 ENTRY 147 NARTHEX 145 VESTIBULE 143 ENTRY 144 NARTHEX 142 MEN 141 WOMEN 140 PASSAGE 137 BRIDAL 138 RECONCILIATION 136 RECONCILIATION 135 HALL OF AMERICAN SAINTS 133 TEMP STAFF/ VOLUNTEERS 113 1 A303 A422 4 A421 4 A421 9 A701 3 A602 1 A602 2 A6028 VESTIBULE 129 WORKROOM 116 OFFICE 117 SUPPLY STRG. 115 OFFICE 118 RESTROOM 125 109 110 111105104103112 120 119121122123124125 126 101-1 100-4100-3101-2 118117114115 108-2106108-1 1 A305 10 11 12 12 12 12 4 4 4 12 18' - 2" 38' - 11 3/8"4 5 2 CORRIDOR 159 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 M L 2 H A.0 20 129-2 8' - 4 1/8" 3' - 9 3/4" 1 A304 CORRIDOR 107 VESTIBULE 130 2 A305 15' - 2 7/8" 22' - 9 1/8"10' - 0"5' - 8"4 7/8"9' - 2" 4 7/8"9' - 9" 4 7/8"VESTIBULE 108 130-1130-4 130-3 133 LOWER LEVEL COMMONS 004 W2 W3 W1 8' - 3 1/2"13' - 3 7/8"16' - 8" 11' - 0" 20' - 0"32' - 0" 20' - 0" 6' - 0" 20' - 0" 6' - 0" 20' - 0" 36' - 8" 8' - 4" 1' - 8" 9' - 7 1/2"130-2211' - 7 7/8"102100-25' - 8"4 7/8"8' - 3 7/8" 4 7/8" 9' - 0" 4 7/8" 9' - 0" 11' - 11 3/4"2' - 2 1/2"6' - 0" 2' - 8" 6' - 0"2' - 8" 6' - 0" 2' - 0" 1 A302 A301 3 A302 3 3 A404 LOWER LEVEL F.F.E. -4' - 1 3/4" A421 5 4 A404 1 A405 2 A405 A601 4 A601 5 A601 3 3' - 0"BL126-1BL126-2BL126-3 BL101S6 M2 S4S10 S3 M2 S3 S4 S4S4 S4 S4S4 S4S4BL126-4 S4 S4 S4S4 S4S4 S4S3S3S4 S4 S4 S4 S4S4 S4S3S3 S4S4S4S4S4S4 S5 S4S3 W1 W1 W1 W5 W5 W5 W5 W4 W9 W10 W10 3' - 8" 13' - 8" 2' - 4" 6' - 0" 7' - 4" 6' - 0" 7' - 4" 6' - 0" 7' - 4" 6' - 0" 7' - 4" 6' - 0" 9' - 5 1/8" 3' - 10" 15' - 8" 88' - 5 1/8" W6 W6 W6 19' - 4 7/8"27' - 6 1/2"M3M3 M35' - 5" 4 7/8" 12' - 0" 4 7/8" 17' - 3 7/8" 4 7/8" 5' - 8" 4 7/8" 12' - 0"3' - 4" 4 7/8" 9' - 11" 4 1/4" 4' - 1 1/4" 4 1/4" 11' - 8" 10' - 3 3/4" 4 1/4" 9' - 8" 4 A402 A301 5 CLOSET 139 PASSAGE 132 GROUND LEVEL COMMONS 131 CHAPEL 134 SANCTUARY LEVEL F.F.E. 8' - 4 1/4" OPEN MECHANICAL COURTYARD 108A S11 S4 5' - 9" 4 7/8" 9' - 2" 4 7/8" 9' - 2" 4 7/8" 9' - 2" 11' - 0 1/4"e.23 e.A e.A e.B e.B e.C e.C e.D e.D e.E e.E A701 1 W11 W11 W11 W11 W11 15' - 4" 2' - 4" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 5' - 0" 8' - 8" +/- 2'-0 1/2" CHASE CHASE CHASE 1596.8 9.5 9 ' - 5 5/1 6 "4 6 129-1 2 A404 13' - 0" 4 1/4"28' - 5" JANITOR 127 127158 FE1 FE1 FE1 FE1 PC1 PC1 OFFICE/GROUND LEVEL F.F.E. 0" A6025 A602 4 A602 6 A602 7 A602 3 132 23' - 10"1' - 6"4' - 4" 149 S4 S6 S4 S3 17' - 7"4 7/8" 13' - 5 5/8" 4 7/8" 13' - 5 5/8" 4 7/8" 13' - 5 5/8" 4 7/8" 26' - 1 3/4" 14' - 10 1/2"4 7/8" 6' - 0" 4 7/8" 6' - 0" 5' - 8" 7 1/4" 11' - 4 3/8" 4 7/8" 9' - 11 7/8" 2' - 1" 4' - 0" 1' - 6" S4 14 15 S31 6 6 6 16 16 16 161616 16 12 12 12 18 S10 S11 10 10 23 22 108A 12 A423 1 43' - 0" 4' - 0" 2' - 8" 4' - 10" 2' - 8" 4' - 0" 2' - 1" 8' - 10 1/2"4 7/8" 13' - 1" 22 24 24 24 24 24 25 25 25 H.5 102.5 5' - 4 7/8"17' - 1 5/16" 13' - 11 3/8" 4' - 2 1/2" A702 12 4 A405 S8 SC1 A702 8 2929 29 A702 13 A702 15 A702 14 CORRIDOR 107C CORRIDOR 107A CORRIDOR 107B 30 30 30 STAIR ST03 STAIR ST04-B 3 A406 2 A406 STAIR ST05 STAIR ST06 STAIR ST07 STAIR ST02 FOR BENEFIT OF FUTURE ADDITION ONLY)137' - 6 1/2" (MASONRY WALL TO COMPLY WITH REQUIREMENTS OF 4 HOUR STRUCTURALLY INDEPENDENT FIRE WALL9' - 1 7/8"31 31 31 31 25 A702 10 A702 9 A421 5 ELEVATOR EL02 ELEVATOR LOBBY EL02-A ELEVATOR EL03 SANCTUARY LEVEL F.F.E. 8' - 4 1/4" SANCTUARY LEVEL F.F.E. 8' - 4 1/4" EXISTING LOBBY F.F.E. 2' -2 5/8" DN DN DN DN UP UP DN DN DN DN UP 25 31 31 21 S133 1 A404 DN DN A702 11 S41' - 0 7/8"4' - 3" 4' - 0" 1' - 6" S4? 36 36 36 36 36 36100-11' - 4"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 A202 GROUND AND SANCTUARY LEVEL FLOOR PLANCATHOLIC CHURCHSCALE: 1/8" = 1'-0" A202 1 GROUND AND SANCTUARY 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