HomeMy WebLinkAboutA102 - UNIT B - FIRST FLOOR ARCHITECTURAL PLANUP
UP
ARCHITECTURAL 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###
A
A4.01
B
A4.01
2
A5.02
1
A5.01
C
A4.01
B7
A3.02 2
B110
B122
B132B131
B118
B130
B117
B113
B124
B115 B114
B112
B121 B109
B120
B129
B123
B127
B125
B126
A108
A109
C103
B136
B140B143B146
B149B152
B155
B139
B156
2,313 SF
ACTIVITY
COURTYARD
C154
A114
B108
A101A105A116A113
A115
B101B102
B103
B150B154
B153 B151
B148 B144 B142 B137
B138B141B145B147
B107
B105
B104
B106
B119
B128
3
A5.04
1
A5.02
2
A5.01
3
A5.01
B6
A5.01
43
A5.02
4
A5.04
D
A4.01
1
A5.03
2
A5.03
23-H
23-F
23-E
23-D
23-Cc
23-Cb
23-C
23-B
B116
B111
B133
B134
B135
B5B4B2B1
1
A5.04
2
A5.04
8"
1'-0"
1'-8"
1
A5.05
2
A5.05
3
A5.05
5'-5 1/2"23-Cd
23-Ca
W1
W1 W1
W12
W6
W6
W6
W6
W11
W16
W16
W16
W16W13
W13W16
W16
W16
W16
W13
W13
W16W16
W16
W16
W13
W13
W13
W16
W13
W12
W13 W13
W11
W13 W16 W16
W13
W6
W16
W13
W13
W13
W13
W16
W16
W16
W11
W1A
W1W1A
W1A
W1A
W1W1A
W1A
W1A
W1
W24
W24D
W24D
INTERIOR PIERS CMU
THIS WALL ONLY
W11
W11
A3.02
4
REPLACE ALL EXISTING
DOWNSPOUTS IN COURTYARD
THAT ARE TO REMAIN
NEW WALL AND ROOF CONSTRUCTIONB106AB102AB115B B119AB114BB112AB115A
B116A
B114AB113AB124AB123AB122AB127AB111AB120A
B128A
B118A
B117A
B125A
B126A
B130AB130B B131AB132AB135AB133A
B134A
B129BB109DB108DB108CB109B
B109A B108AB108BB110A
B101B
B109CB155BB155AB139BB139AB129AB102D
B102C
C102A
5
A5.08
C123BB3
B110B
B106BB102BA3
A2
A4
A6
A7
A8
A14
A15
A18B103AB121B
B121AA5
A7
A15
A15
A15
A6
A15
A15
A14
A14
B131BB132BA4A4
A7
A4 A4 A4
A15
A15
A14
A15
A15
A15
A15
A15
B101A
A1.08
5
3 3 3 3
8
8
3 3 3 3
5
5
4
3 366 6
6 6 6
8
8 8
8
7 7
7 7 7
7
9
9
9
9
9
9
9
8
8
5
A5.01
A5.01
6
8
A1.02
1
FEC
1
A5.09
1
A5.09
O.H.
2
A5.09
3
A5.09
A3.01 1615
W25D
W24D
W24D W24D
W24DW24D
FEC
4'-6"6'-6"
6'-6"4'-6 3/8"1
1
6'-6"
1
7
1
7'-4"3'-6"EXISTING WINDOWS TO REMAIN
6
A5.08
5'-8"2'-0"8'-0"2'-0"8'-0"2'-0"8'-0"2'-0"8'-0"2'-0"8'-0"2'-0"5'-8"5 5/8"5 5/8"9'-0"2'-5 1/8"
6 1/4"
W12
W11
9"
9"
10'-4 1/2"9'-4 5/8"7'-0"
1'-5"
2'-0"5 5/8"1 5/8"5'-10"19'-4 3/4"7 1/4"5'-10 3/4"7 1/4"12'-3 5/8"
4 7/8"
9'-6"7 1/4"28'-8 3/8"6'-10 1/2"4 7/8"8'-11"9'-10"4 7/8"12'-1 5/8"4 7/8"13'-9 1/8"13'-0 3/4"7 1/4"6'-4"9'-4 3/4"19'-9 1/8"4 7/8"11'-7 1/8"4 7/8"15'-10"4 7/8"10'-4 3/4"
W12
A1.08
13
2'-4"4 7/8"
9'-9 1/8"
4 7/8"
8'-1 5/8"4 1/4"5'-10"W11 W1110'-3 3/8"4 7/8"6'-2"7 1/4"5'-10"1 5/8"5'-2"6'-0"4'-2 1/4"
2'-0"
2'-3"8'-5"
9'-4 5/8"11'-0"7'-8"10'-0"6'-6"3'-6"10'-0"3'-6"6'-6"10'-0"6'-8"10"1'-2"10"
1'-2"
10"1'-2"
A5.02
4
A5.02
5
11"7 1/2"
A1.02
1
SIM
A1.02
1
SIM
7 1/2"
11"
A1.02
1
SIM
A1.02
1
SIM
10 1/2"
7 1/2"
A1.02
1
SIM
A1.02
1
SIM
A1.02
1
SIM
A1.02
2
B139C B139D
EQ EQ
2'-0"9'-0"9'-0"2'-0"2'-0"11'-8"B155C B155D
W24D W24D
A3.021
W13
63'-4"A3.0117
A3.01
10 1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"2'-0"9'-2"2'-0"5'-8"2'-0"8'-0"2'-0"8'-0"2'-0"8'-0"2'-0"8'-0"2'-0"8'-0"2'-0"5'-8"5'-10"10'-2"
10
8
10
5
10
10
10
1010
10
10
10
80B4
7 1/2"U.N.O.
9"
U.N.O.
9"5/8" GYPSUM WALLBOARD (GWB)
2 1/2" METAL STUDS AT 1'-4" O.C. (20 GA)
5/8" GYPSUM WALLBOARD (GWB)
2 1/2" METAL STUDS AT 1'-4" O.C. (20 GA)
5/8" GYPSUM WALLBOARD (GWB)
2 1/2" METAL STUDS AT 1'-4" O.C. (20 GA)
STRUCTURAL COLUMN -REFER TO
STRUCTURAL DRAWINGS
REFER TO FINISH PLANS
AND ELEVATIONS FOR TILE
EXISTING WALL TO REMAIN
B5
REFER TO FINISH PLANS
AND ELEVATIONS FOR TILE
EXISTING WALL TO REMAIN
EXISTING WINDOW TO
REMAIN
PROVE 16" HIGH CHAMFERED
UTILITY BRICK BASE
ALUMINUM STOREFRONT FRAMING
INFILL BETWEEN LOW WALL UNDER
STOREFRONT AND COLUMN COVER
WITH UTILITY BRICK BASE AT 16"
AFF2 1/2"1'-4 1/2"5/8" GYPSUM WALLBOARD (GWB)
2 1/2" METAL STUDS AT 1'-4" O.C. (20 GA)
5/8" GYPSUM WALLBOARD (GWB)
N
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ARCHITECT
12/13/2023 5:15:50 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 B -FIRST FLOOR
ARCHITECTURAL PLAN
A1.02
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 B ARCHITECTURAL PLAN
ROOM LEGEND - UNIT B
ROOM NO. ROOM NAME AREA (SF)
B101 VESTIBULE 216 SF
B102 CORRIDOR 1,194 SF
B103 CORRIDOR 689 SF
B104 CORRIDOR 290 SF
B105 VESTIBULE 95 SF
B106 CORRIDOR 1,765 SF
B107 VESTIBULE 89 SF
B108 SECURE VESTIBULE 253 SF
B109 RECEPTION 901 SF
B110 SRO OFFICE 189 SF
B111 LARGE CONFERENCE 477 SF
B112 MOTHERS 91 SF
B113 TEST STOR/ QUIET SPACE 65 SF
B114 SPEECH/HEARING 206 SF
B115 OT/PT OFFICE 272 SF
B116 SOCIAL WORKER 235 SF
B117 PSYCHOLOGIST 191 SF
B118 INST COACH OFFICE 123 SF
B119 CORRIDOR 343 SF
B120 CORRIDOR 248 SF
B121 WORKROOM 418 SF
B122 MEZZANINE 43 SF
B123 IDF 62 SF
B124 ELEC 53 SF
B125 RR 58 SF
B126 CALM 44 SF
B127 STORAGE 100 SF
B128 CORRIDOR 261 SF
B129 PRINCIPAL'S OFFICE 332 SF
B130 SMALL CONFERENCE 183 SF
B131 ASST PRINCIPAL'S OFFICE 262 SF
B132 E.C. SPEECH 174 SF
B133 RR 63 SF
B134 EXAM 84 SF
B135 CLINIC 315 SF
B136 KINDER - CR 1 1,319 SF
B137 STORAGE 80 SF
B138 TOILET 26 SF
B139 SMALL GROUP 235 SF
B140 KINDER - CR 2 1,313 SF
B141 TOILET 24 SF
B142 STORAGE 86 SF
B143 KINDER - CR 3 1,324 SF
B144 STORAGE 80 SF
B145 TOILET 27 SF
B146 KINDER - CR 4 1,321 SF
B147 TOILET 27 SF
B148 STORAGE 80 SF
B149 EARLY CHILD - CR 5 962 SF
B150 RESTROOM 110 SF
B151 STORAGE 59 SF
B152 EARLY CHILD - CR 6 1,160 SF
B153 STORAGE 59 SF
B154 RESTROOM 90 SF
B155 SMALL GROUP 234 SF
B156 MECH 149 SF
B201 MECH. MEZZ. 389 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
SCALE: 3/4" = 1'-0"
1 TYPICAL TILE COLUMN PILASTER
SCALE: 3/4" = 1'-0"
B101 COLUMN DETAIL2
REV.
NO.DESCRIPTION DATE