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Home My WebLink AboutA010.01_A1.06DN DW UP UP ARCHITECTURAL PLAN NOTES (ALL NOTES MAY NOT BE INDICATED ON THIS SHEET) INDICATES WALL TYPE. REFER TO DRAWING A1.00 FOR WALL THICKNESS, HEIGHT AND COMPOSITION. ARCHITECTURAL PLAN GENERAL NOTES A. ALL 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. B. WHERE DISSIMILAR FLOOR MATERIALS MEET, THEY SHALL DO SO UNDER THE CENTERLINE OF THE DOOR, UNLESS NOTED OTHERWISE. C. THERE SHALL BE PERIMETER INSULATION CONTINUOUS AROUND THE ENTIRE PERIMETER OF THE BUILDING EXTENDING 2'-0" MINIMUM BELOW GRADE. D. THE BASE FLOOR ELEVATION INDICATED FOR THE PROJECT IS 100'-0". REFER TO SITE PLAN FOR CORRELATION TO USGS DATUM. E. 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. F. FOR TYPICAL COMMON JOINT DETAILS AND CONSTRUCTION MOVEMENT JOINT DETAILS REFER TO DETAILS ON SHEET XX. G. ALL DIMENSIONS ON FLOOR PLANS ARE TO FINISH FACE OF CMU, CONCRETE, BRICK OR FINISH FACE OF GWB AT METAL STUD WALLS, UNLESS NOTED OTHERWISE. EXCEPTION: EXTERIOR METAL STUD WALLS ARE TO FACE OF METAL STUDS. H. HINGE SIDE DOOR JAMB AT WALLS WILL TYPICALLY BE LOCATED 4" MINIMUM FROM ADJACENT WALL UNLESS NOTED OTHERWISE. I. ALL EXPOSED CONCRETE MASONRY UNITS (CMU) CORNERS ARE TO BE BULLNOSE, EXCEPT AT WINDOW JAMBS, BULKHEADS, WINDOW AND DOOR HEADS. J. SEE REFLECTED CEILING PLANS FOR BULKHEAD LOCATIONS AND DETAIL REFERENCES. K. REFER TO ROOM FINISH SCHEDULE OR PLAN AND EQUIPMENT PLANS FOR LOCATION AND EXTENT OF FINISH FLOOR MATERIALS. L. PROVIDE WOOD BLOCKING AS REQUIRED. WITHIN METAL STUD WALLS FOR WALL MOUNTED ITEMS. M. REFER TO MASTER/CODE PLANS FOR CODE INFORMATION AND FIRE RATED WALL LOCATIONS. N. PROVIDE SPRAY FOAM INSULATION AND THERMAL BARRIER CONTINUOUS AT INTERSECTION OF EXTERIOR WALLS AND DECK. VERIFICATION NOTE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CLEARANCES AND ALL EXISTING FIELD CONDITIONS BEFORE STARTING CONSTRUCTION. COMMENCEMENT OF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS. SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED, CONTACT THE ARCHITECT BEFORE PROCEEDING WITH WORK. X W### A3.01 A3.012 1 1 A4.01 P109 P126 P132 P118 P119 P128 P124 P120 P140 P139 P137 P134 S-1 P132A P135 P138 P143 P129 UNIT P1 UNIT P2 P117 P121 P112 P136 S-2 P142 P133 3 A4.01 4 A4.01 P147 P150 P151 P149 S-3 P141 P153 P156 P155 P152 P123 P122 P144 P125 P127 P130 P131 56'-0"10'-8 1/2"11'-6 1/4"7 5/8" 11'-2 1/2" 11'-7"13'-7 3/4"34'-0"21'-1 3/4"52'-5 5/8"26'-2 5/8"83'-0 1/8"56'-10 3/8"41'-2"47'-7 3/8" ±13'-5" 12'-2 5/8" ± 13'-4" 12'-7" 12'-6 3/8" ± 16'-0"28'-7" 23'-3 3/8"40'-2 3/4"28'-0" 11'-5"22'-11"83'-5 3/8"86'-2"1 A5.05 1 A5.04 2 A5.04 3 A5.04 2 A5.05 3 A5.05 1 A5.06 2 A5.06 3 A5.06 1 A5.07 P113 P114 P115 P116 P117A P145 P148 P146 S-4 P154 P120A P121A P122A P123A P140A P133A P125A P127A P126A P130A P131A P129A P128A P139A P142A P144A P143A P146A P146B P146C P141A P141B P150A P149A P132A-A P140B P151A P151B P152A P152B P153A P154A P155A P147A 7'-0"3'-0"6'-0"EQ EQ 48'-0" ± 2'-8" A3.02 2 A3.02 4 NEW FULL HEIGHT DISPLAY CASENEW FULL HEIGHT DISPLAY CASE PROVIDE CONCRETE FLOOR SLAB INFILL AT STAIR/LANDING DEMO. FINISH ELEVATION OF NEW SLAB TO ALIGN WITH EXISTING ADJACENT SLAB W9 W7 W7 W9 W7 W9W9 W7W9 W7W7 W9 W12 W12W12 W13 W13 W20 W13 W17 W13 W20 W13W13 W8 W7 W10 W8 W9W9 2 A5.07 W13W13 W9 W13 W12 W22 W18 W13 W5 W5 W5 W3 W3 W3 W3 W3 W3 W3 W4W4 W4 W4 W4 W4 W3 W3 W3 W3 W3 W3 W5 W5W3W3 W3W3 W3 W5 W3W3 W3AW3A W3AW3A W3 W3 W3 W3 W3 W3 W3 P153B P156AP156B 57'-8"238'-2 1/32"124'-10 21/32" 46'-1" NEW MASONRY SCREEN WALL DUMPSTER ENCLOSURE, REINSTALL EXISTING SCREEN DOORS 22'-0" 13'-4"4'-4"14'-0" 1'-2"E1 E2 P1 P2D COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. KEY PLAN WWW.FHAI.COM ARCHITECT 1/11/2021 2:18:29 PM\\data1\citrixprofiles$\kshultz\My Documents\2019_ARCH_220114.00_kshultz.rvtPROJECT NUMBER: 220114.00 CARMEL HIGH SCHOOL PERFORMING ARTS ADDITION AND RENOVATIONS CARMEL CLAY SCHOOLS 520 E MAIN STREET CARMEL, IN 46032 UNIT P2 - FIRST FLOOR ARCHITECTURAL PLAN A1.06 PROJECT ISSUE DATE: 01/13/2021 TAC SUBMITTAL DRAWN BY: KT 317-848-0966 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 NO. DESCRIPTION SCALE: 1/8" = 1'-0" UNIT P2 - FIRST FLOOR - ARCHITECTURAL PLAN NORTHROOM LEGEND - FIRST FLOOR UNIT P2 ROOM NO. ROOM NAME AREA (SF) P136 PASSAGE 121 SF P137 OFFICE 134 SF P138 OFFICE 97 SF P139 BAND STORAGE 937 SF P140 BAND 7087 SF P141 ORCHESTRA 3778 SF P142 ENSEMBLE 119 SF P143 PRACTICE 109 SF P144 PRACTICE 116 SF P145 CORRIDOR 370 SF P146 VESTIBULE 96 SF P147 CORRIDOR 1523 SF P148 ELEVATOR 75 SF P149 ELEVATOR EQUIPMENT 86 SF P150 LARGE ENSEMBLE 870 SF P151 BAND INSTRUMENT STORAGE 1991 SF P152 SHARED REHEARSAL 3662 SF P153 KEYBOARDING 2111 SF P154 STORAGE 87 SF P155 SPRINKLER RISER 110 SF P156 VESTIBULE 67 SF S-1 STAIR 117 SF S-2 STAIR 144 SF S-3 STAIR 97 SF S-4 STAIR 215 SF ROOM LEGEND - FIRST FLOOR UNIT P2 ROOM NO. ROOM NAME AREA (SF) P112 LOBBY 811 SF P113 RESTROOM 149 SF P114 RESTROOM 149 SF P115 UNIFORM DISTRIBUTION 529 SF P116 INSTRUMENT REPAIR 275 SF P117 CORRIDOR 2027 SF P117A CUSTODIAL CLOSET 36 SF P118 PASSAGE 280 SF P119 RECEPTION 221 SF P120 RESTROOMS 439 SF P121 RESTROOMS 284 SF P122 RESTROOM 62 SF P123 IDF 85 SF P124 WORKROOM 446 SF P125 PERCUSSION STORAGE 457 SF P126 ORCHESTRA INSTRUMENT STORAGE 1005 SF P127 OFFICE 157 SF P128 PERCUSSION 2502 SF P129 PERCUSSION OFFICE 167 SF P130 OFFICE 159 SF P131 OFFICE 165 SF P132 CORRIDOR 651 SF P132A IDF 33 SF P133 ELEC 71 SF P134 OFFICE 140 SF P135 OFFICE 108 SF W IL L IAM E.PAY N EREGISTERE D IND I A N AA R CH I T E C T4169 STATE OF No. A CARMEL TAC REVIEW 01/13/2021 3/32" REV. NO. DESCRIPTION DATE 06/08/21