HomeMy WebLinkAboutA101 - UNIT A - FIRST FLOOR ARCHITECTURAL PLANSB SB
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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###
A3.01
A
A4.01
B
A4.01 B7
B110B115B114
B112
A111
A108
A110
A109
C103
C104
A120
A119
A137
A128
A130
A121 A122 A125
A118
A114
A101
A102
A103
A105
A106
A107
A127
A126
A129
A131 A132
A133
A134
A135 A136
A141 A140 A139 A138
A116
A117 A112
A113
A104
A115
B101B102
3
A5.01
B6
A5.01
4
3
A5.02
4
A5.04
23-H
23-F
B111
A123
A124
B5B4B2B1
8"
1'-0"
1'-8"
W24A
W24A
W24
W24
W22W22
W27
W24
W24
W23
W24W24
W1
W1 W1
W24
W12
W6
W6
W6
W6
W11
W16
W13W16W16
W24A W1A
W24
A3.02
3
REPLACE ALL EXISTING
DOWNSPOUTS IN COURTYARD
THAT ARE TO REMAIN
W1A
W1A
W1A
W22A
W22A W22A
W22A
1
A5.08
A108AA110A
A109A
A111A A127BA125AA124AA123AA117AA116AA133AA134AA137A
A131A
A132AA102AA120B
A130A A129AA128AA104AA104BA120A A127AA138AA139AA122AA121AA120D
A107AA107BA106BA106CA120C
A106A
A115A A118A
A118BA114AA113AA112AA102B6'-0"B3
B102BA137B
A137C
A137D
A2
A7
A8
A14
A141A
A14
A4 A4 A4
A1.08
4
A1.08
2
B101A
A1.08
1
A1.08
3 A126AA126B2'-4" 8'-0" 2'-4" 3'-4" 2'-4"16'-0"3 3 3 3
5
PIPE BOLLARDSDOCK BUMPERS
6 6 6
9
9
8
A3.03
1
A3.03 3
A3.032
2
A5.08 3
A5.08
FEC
1
A5.09
O.H.
1
A3.01 2
6'-6"4'-6 3/8"W11A
3 5/8"6'-0"+/-2'-10"6'-0"5'-6 5/8"3'-4"4'-8"6'-0"1'-2"2'-4"5'-8"9'-0 3/8"7 5/8"13'-10 1/4"1
7
1
7'-4"3'-6"EXISTING WINDOWS TO REMAIN
18'-4"
W12
W11
9"
9"
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"11'-0"10"1'-2"10"
1'-2"
10"1'-2"
10 1/2"
7 1/2"
A1.02
1
SIM
A1.02
1
SIM
A1.02
1
SIM
A1.02
2
A3.0117
2'-0"9'-2"2'-0"5'-10"10'-2"
5
10
10
1010
10
10
10
N
WS ECOPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.
KEY PLAN
A
B
CD
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ARCHITECT
12/13/2023 5:15:38 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 A -FIRST FLOOR
ARCHITECTURAL PLAN
A1.01
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 A ARCHITECTURAL PLAN
ROOM LEGEND - UNIT A
ROOM NO. ROOM NAME AREA (SF)
A101 CORRIDOR 217 SF
A102 CORRIDOR 419 SF
A103 CORRIDOR 361 SF
A104 RECEIVING 350 SF
A105 CORRIDOR 262 SF
A106 CORRIDOR 522 SF
A107 VESTIBULE 151 SF
A108 CLASSROOM 34 - F.A.P. 728 SF
A109 SMALL GROUP 213 SF
A110 SENSORY 139 SF
A111 RESTROOM 109 SF
A112 WOMEN 112 SF
A113 MEN 109 SF
A114 IDF 29 SF
A115 CUST. 35 SF
A116 BOYS 103 SF
A117 GIRLS 105 SF
A118 STAGE 900 SF
A119 CAFETORIUM 2,305 SF
A120 GYMNASIUM 4,395 SF
A121 STORAGE 344 SF
A122 P.E. OFFICE 161 SF
A123 PARKS OFFICE 198 SF
A124 FAMILY RR 66 SF
A125 STORAGE 215 SF
A126 OUTDOOR STORAGE 470 SF
A127 ELECTRICAL 197 SF
A128 BOILER ROOM 2,306 SF
A129 CUST. OFFICE 80 SF
A130 CUST. BREAKRM 216 SF
A131 TOILET 41 SF
A132 DRESSING 49 SF
A133 OFFICE 110 SF
A134 DRY GOODS 344 SF
A135 COOLER 235 SF
A136 FREEZER 235 SF
A137 KITCHEN 1,480 SF
A138 LAUNDRY 80 SF
A139 CUST. 80 SF
A140 BREAKROOM 128 SF
A141 DISHWASHING 248 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