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Home My WebLink AboutA103 - UNIT C - FIRST FLOOR ARCHITECTURAL PLANARCHITECTURAL PLAN NOTES (ALL NOTES MAY NOT BE INDICATED ON THIS SHEET) INDICATES WALL TYPE. REFER TO DRAWING A1.06 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### C121 C123 C147 C146 C145 C144 C142 C141 C140 C143 C132 C149 C148 C153 C137 C134 C131 C130 C126 C125 C122 C124 C135 C133 C136 C138 C103 C154 C155C161 C162C163 C164C170 C171 C160 C157 C158 C156 C159 C167C169 C165 C166 C168 C119 C120 C112 C113 C114 C118 C115 C116 C117 C111 C106 C104 C108 C107 C105 A105 A106 B103 B105 B104 C110 C109 C139 C101 C102 C129 C127 C128 C151 C150C152 D103 W24A W24A W24A W24A W24A W24A W24A W24AW24 W24A W24A W7 W24A W24A W24A W24A W24A W24A W24A W24A W24A W24AW24AW24A W11A W24A W24A W24A W24A W24A W24A W24AW24A W24A W24AW24A W24A W24A W24A W24A W24A W24A W24A W24A W24A W24A W24A W24A W24A W24A W24A W24A W24AW24A W24A W24A W24A W24A W24A W24A W24A W24A W24A W24A W24A W24A W24AW24A W24A W24A W24A W24A W7 W24A W24A W24A W1A W1W1A W1A W24A W1A W1W1A W1A W1A W1 FAUX COLUMNS TO MATCH EXISTING CONSTRUCTION C121BC121AC123AC121AA C122A C149A C148A C110A C109A C140AC132BC141AC133BC137A C136AC135AC133AC132AC170AC164AC130AC126AC161AC155AC131AC143AC144AC145AC142A C123AA C124A C125AC146AW24A C103AC105AC104AC106AC107A C108A C111AC117AC115AC113AC119AC120AC112A C138AC151AC159AC168AC166AC171A C163A C162A C154AC157AC157BC166B C115B C153AC102A C123BC101A C131B C125B 1 A5.07 2 A5.07 5 A7.07 7 A7.07 A9 A10 A13 A16 A17 C132C C132D A9A9 A9A17A17 A17 A17 A13 A10 A16 A1.08 10 A1.08 6 A1.08 7 A1.08 8 A1.08 9 2 2 2 A17 2 2 2 2 2 2 2 2 2 2 A5.09 A3.01 34A3.01 56 A3.01 1211 A3.01 1413 A3.01 1615 VIF 10"6'-0"21'-6 1/8"4'-0"2'-0 1/4" 7 5/8" 7'-4 5/8"7 5/8"12'-2"2'-0"12'-2 3/8" 7 5/8" 7'-4 1/4" 7 5/8" 2'-0 1/4" 4'-6"6'-6" 8'-1 5/8"31'-4 3/4" 6'-0"4'-0"10'-0"25'-6 1/8"4 5/8"3 1/8"W25A 4 3/8"15'-8 1/2"7 5/8"6'-0"7 5/8"9'-1 3/8"7 5/8"15'-7 1/4" +/-16'-4 7/8"6'-0"W23A W22A W22A W23A W24A W24A W24A TO EXISTING BULKHEAD ABOVE 11 1/4" 11'-6 3/8" 7 5/8" 15'-2 1/2" 7 5/8" 5'-4 3/8" 14'-6 1/2" 7 5/8" 8'-0 3/8"7 5/8"23'-10 3/4" 7 5/8" 14'-6 1/8" 1'-0" 7 5/8" 2'-8"1'-6" 6'-0" 7 5/8" 7'-8 3/4" 2'-3 5/8" 11'-10 3/4"7 5/8"9'-3 5/8"35'-2" 4'-10"6'-8 3/8"W24A 5'-4"5'-4"11'-11 5/8"3'-4"12'-0"3'-4"1 1 12'-0"3'-4"1 1 1 A1.08 14 10'-0 3/8"7'-11 5/8"10'-6"W22A W24A W24A W24A W24A W24A 1 6'-6"4'-6 3/8"1 1 6'-6"12'-11 7/8"12'-11"REBUILD PIERS SIMILAR TO 2-A5.7 REBUILD PIERS SIMILAR TO 2-A5.7 W22AW22A W24A A3.01 1 A3.01 10 10 10 10 10 N WS ECOPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC. KEY PLAN A B CD WWW.FHAI.COM ARCHITECT 12/13/2023 5:16:14 PMC:\Users\tvaughn\Documents\2021_ARCH_222011.00_tpvaughn.rvtPROJECT NUMBER: 222011.00 CHERRY TREE ELEMENTARY SCHOOL ADDITIONS AND RENOVATIONS 13989 Hazel Dell Pkwy, Carmel, IN 46033 UNIT C -FIRST FLOOR ARCHITECTURAL PLAN A1.03 PROJECT ISSUE DATE: 12.15.2023 BIDS DRAWN BY: TPV 317-848-0966 350 E. NEW YORK ST, INDIANAPOLIS IN 46204 PROJECT MANAGER: SAM CARMEL CLAY SCHOOLS SCALE: 1/8" = 1'-0" UNIT C ARCHITECTURAL PLAN ROOM LEGEND - UNIT C ROOM NO. ROOM NAME AREA (SF) C136 RR 86 SF C137 PTO STORAGE 180 SF C138 RR 87 SF C139 CORRIDOR 546 SF C140 RESOURCE OFFICE 239 SF C141 SENSORY 171 SF C142 IA OFFICE 182 SF C143 ST.V THERAPIST 132 SF C144 CALM 72 SF C145 STAFF LOUNGE 644 SF C146 BHVL THERAPIST 132 SF C147 IT OFFICE/ MDF 272 SF C148 RR 58 SF C149 RR 58 SF C150 GIRLS 195 SF C151 CUST. 14 SF C152 BOYS 196 SF C153 MLL/ INTERVENTION 195 SF C154 CLASSROOM 7 - 1ST 980 SF C155 CLASSROOM 8 - 1ST 873 SF C156 COMMONS 649 SF C157 SMALL GROUP 145 SF C158 CUBBIES 188 SF C159 ELEC/STOR 83 SF C160 CUBBIES 189 SF C161 CLASSROOM 9 - 1ST 873 SF C162 CLASSROOM 10 - 1ST 982 SF C163 CLASSROOM 11 - 2ND 982 SF C164 CLASSROOM 12 - 2ND 873 SF C165 COMMONS 649 SF C166 SMALL GROUP 145 SF C167 CUBBIES 189 SF C168 ELEC/STOR 83 SF C169 CUBBIES 189 SF C170 CLASSROOM 13 - 2ND 873 SF C171 CLASSROOM 14 - 2ND 982 SF ROOM LEGEND - UNIT C ROOM NO. ROOM NAME AREA (SF) C101 CORRIDOR 2,434 SF C102 CORRIDOR 2,022 SF C103 TV STUDIO 194 SF C104 CLASSROOM 33 - MUSIC 1,227 SF C105 STORAGE 167 SF C106 CLASSROOM 32 - ART 1,192 SF C107 KILN 60 SF C108 STORAGE 235 SF C109 MEN 151 SF C110 WOMEN 148 SF C111 CLASSROOM 31 - 5TH 982 SF C112 CLASSROOM 29 - 5TH 874 SF C113 CLASSROOM 30 - 5TH 981 SF C114 COMMONS 648 SF C115 SMALL GROUP 145 SF C116 CUBBIES 189 SF C117 IDF/ELEC 82 SF C118 CUBBIES 189 SF C119 CLASSROOM 27 - 5TH 981 SF C120 CLASSROOM 28 - 5TH 874 SF C121 KINDER - CR 35 1,213 SF C121A STORAGE 62 SF C122 RR 65 SF C123 EARLY CHILD - CR 36 1,051 SF C123A STORAGE 55 SF C124 RR 65 SF C125 CLASSROOM 20 - 1ST 977 SF C126 SHARED STORAGE 116 SF C127 BOYS 176 SF C128 CUST. 15 SF C129 GIRLS 175 SF C130 SHARED STORAGE 116 SF C131 CLASSROOM 21 - 2ND 973 SF C132 STEAM LAB 1,657 SF C133 DISCOVERY CENTER 2,677 SF C134 TEACHING AREA 312 SF C135 DISC CTR STOR 179 SF 1 ALIGN FINISH FACES 2 PROVIDE INTERIOR LAMINATED SECURITY GLAZING ALL GLASS THIS OPENING 3 ADD OPAQUE FILM TO EXISTING INSULATED GLAZING TO REMAIN 4 PROVIDE LAMINATED SECURITY GLAZING WITH PRIVACY FILM ALL GLASS THIS OPENING 5 PROVIDE INSULATED SECURITY GLAZING AND PRIVACY FILM ALL GLASS THIS OPENING 6 PROVIDE OPAQUE FILM ON ALL NEW INTERIOR GLAZING THIS OPENING EXCEPT DOOR LITE WHERE APPLICABLE 7 WRAP STEEL COLUMN WITH 1 5/8" METAL STUDS AND 5/8" GWB WHERE PROTRUDING OUTSIDE OF WALL 8 BRICK SILL, REFER TO 1-A5.01. REFER TO MECHANICAL DRAWINGS FOR FIN TUBE AND GRILLE LOCATIONS 9 SOLID SURFACE SILL ON CMU LOW WALL, REFER TO 3-A5.04. REFER TO MECHANICAL DRAWINGS FOR FIN TUBE AND GRILLE LOCATIONS 10 AUTOMATIC DOOR OPERATOR LOCATION REV. NO.DESCRIPTION DATE